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130814 Permissible Change Request Final · MCU14/0073

Attached to the e-mail OPW13/1038.01 Request to Change to existing approval.

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                                                                                                                                                                                                                                                                                                                                                                                                      LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED DEVELOPMENT AREA
                                                                                                                                                                                                                                                                                                                                                                                                                         - SUBJECT SITE

                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED CONCRETE CARPARKING


                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING LAKE MACDONALD DRIVE AND SITE ENTRY


                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING STAFF CARPARKING (GRASS)


                                                                                                                                                                                                                                                                                                                                                                                                                          GARDEN AREAS

                                                                                                                                                                                                                          EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING TELSTRA

                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING WATERMAIN

                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SEWAGE TREATMENT SYSTEM LOCATION

                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED SEWAGE TREATMENT SYSTEM LOCATION
                                     6.0m LANDSCAPING                                                                                                                                                                                                                                                                                                                                                                     EXISTING STORMWATER
                                          BUFFER                                          EXISTING BUILDING TO BE
                96.00




                                                                                                 DEMOLISHED                                                                                                                                                                                                                                                                                                               PROPOSED STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                         95.50
                                                          95
                                       .50




                                                               .5 0                                                                                                                                                                                                                                                                                                                              >      >    >            GRASS SWALE
                                PP


                                     95




96.00
                                                           95.50

                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING CONCRETE;
                                                                                                                                                                                                                                                                                                                                                                                                               40 CARPARKING SPACES TO BE
                                                                                                                                                                                                                                                                                                                                                                                                             MARKED AS SHOWN; REFER TO DWG
                                                                                            PROPOSED
                                                      m                                                                                                                                                                                                                                                                                                                                                                R06 FOR DETAILS
                                                   6.0
        95.50
                                                                                      VISITOR 20 SPACES CAR                              PROPOSED
                                                                                             PARKING                                     OFFICES; REFER TO
                                                                                                                                         ARCHITECT DWG


                                                                                                                                                                                                                  EXISTING BUILDING

                        95.
                           00
                                                                       95
                                                                        .0
                                                                           0
                                             LA




                                                                                                      PROPOSED RCP's




                                                                                                                                                                                                                                                                                                                                                                                                                                50
                                                                                                                                                                                                                                                                                                                                                                                                                               95.
                                              K
                                                  E
                                                   M
                                                      AC




                                                                                                                                          95.50
                                                          D




                                                                               TO BE EXTENDED
                                                                O




                                                                                                                                                                                                                                                                                                                                                                          EXISTING CONCRETE
                                                                      N
                                                                       AL




                                                                                                                                                                                                                           95.50
                                                                         D




                                                  94.50                                                                                                                                                                                                                                                                                                                                                           EXISTING GARDEN
                                                                                              94.00




                                                                                                                                                   EXISTING
                                                                               D
                                                                               R




                                                                                                                                                  CONCRETE                                                                                                     EXISTING EDGE OF CONCRETE
                                                                                   IV




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




                                                                                                                         94.00        95.00                                               >
                                                                                                                                                                                                                                                                                                                                                                                             .50
                                                                                                                                                                                                                               >
                                                                                                                                                                                                      >       >                                                                                  95                                                                                     95
                                      PROPOSED ENTRY IN                                                                                                                                                                            PROPOSED GRASS SWALE                                            .5                                                                                                                                                                  95.00
                                                                                                                                                                                                                                                                                                      0
                                       ACCORDANCE WITH                                                                                                        94
                                                                                                                                                                .5
                                                                                                                                                                  0                                                                                                   PROPOSED RCP                                         PROPOSED RCP
                                      AS 2890.2 & SCRC DWG                                                    93
                                              R0051                                                       0
                                                                                                           .0                                                                                                                                                                                                                                   PROPOSED UNDERGROUND
                                                                                                                         RCP
                                                                                                                                                                      93.00                                                95.00                                                                                  95.00                              WATER TANK;                                                 EXISTING STAFF PARKING
                                                                                                                                                 0                                                                94.0                                                                       94.00                                                                                    95.00
                                                      EXISTING ENTRY                                                                       00 .5
                                                                                                                                         4. 94
                                                                                                                                                                                                                      0                                                                                                                                                                                            (27 SPACES; GRASS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         93.0
                                                                                                                                                     9
                                                                                                                                                                                                                                                   93.00
                                                                                                                             EX




                                                                                                                                                                                                                                                                                                                                                93.00
                                                                                                                              EX




                                                                                                                                                                                                                                       CREEK                                                                       92.00
                                                                                                                               IST




                                                                                                                                                                                                                                                                                                                                                                                                                                                               .00
                                                                                                                                 IST
                                                                                                                         EX




                                                                                                                                                                                                  93.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                             94
                                                                                                                                   ING
                                                                                                                           IST

                                                                                                                                     IN




                                                                               EXISTING
                                                                                                                                        G
                                                                                                                                         ING



                                                                                                                                         BO RA




                                                                                                                                                                                                                                   94.00                              93.00
                                                                                                                                          TE




                                                                                                                                                                                                  EXISTING
                                                                                                                                            UN
                                                                                                                                             L
                                                                                                                                             WA

                                                                                                                                               ST




                                                                                                                                                                                                   BRIDGE
                                                                                                                                                DA
                                                                                                                                                 TE




                                                                                                                                                  RY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  00
                                                                                                                                                   RM




                                                                                                                                                                                                                                                                                                                                                                              94.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 92.
                                                                                                                                                      AIN




                                                                                                                                                                                                                                                                                           .00                                              94.
                                                                                                                                                                                                                                                                                                 93
                                                                                                                                                                                              6.0m LANDSCAPING                                                                                                                                  00
                                                                                                                                                                             m
                                                                                                                                                                                                                                                                                                                            92.0
                                                                                                                                                                        6.0
                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                   BUFFER




                                                                                                                                                                                                                                                                                                                                                                                                                  .00
                                                                                                                                                                                                                                                                                                                                                EXISTING                 EXISTING




                                                                                                                                                                                                                                                                                                                                                                                                                  93




                                                                                                                                                                                                                                                                                                                                                                                                                                                        .00
                                                                                                                                                                                                                                                                                                                                                 BRIDGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                    91
                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                      92.0


                                                                                                                                                                                                                                                                                                                                                                                                                       91.00                   91
                                                                                                                                                                                                                                                                                                                                                                                                     92.50                                     91..00
                                                                                                                                                                                                                                                                                                                                                                                                                                                   50




                                                                                                                                                                                                                                                                                                                                                                                                                  CAUTION -
                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                                                                            NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                  LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE
                                                                                                                                                                                                                                                                                                                                            FOR SET OUT CO-ORDINATES AND                                          PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                            BUILDING FLOOR LEVELS REFER TO                                        THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO
                                                                                                                                                                                                                                                                                                                                            ARCHITECTURAL DRAWINGS                                                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:    3   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                                                                                                                                                                                                    R03
                                                                                                                    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

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