Appendix B Amended Architectural Plans - Response to Information Request - 14-16 Mary Street, Noosaville - Bounce Hostels

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         MAX HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 11.200 m
                                                                                                                                                                                                                                                                                                   °                                                                                                                                        20.0
                                                                                                                                                                                                                                                                                               20.0                                                                                                                                             °




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEVEL 1 CEILING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 8.700 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2700
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEVEL 2 - MASTER PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL 6.000 m



                                                                                                                                                                                           5200 NOM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3300
                                                                                                                                                                RL 1.80 nominal




                                                                                                                                                                                                            Site Boundary
                                                                                                                                                                New Kerb Level
                                                                                                                                                                                                                                    RL 2.400 m




                                                                                                                                                                                                                                                                       2300
                                                                                                                                                                                                                                   Q100 FLOOD LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GROUND LEVEL
                                                                                                                                                                                              2.5%                                                                                                                                                                                                                                                                                       RL 2.700 m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  600

                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3200
                                                                                                                                                                                                                                                               1:5.2                                              1:5.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BASEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL -0.500 m




                                                                                                                                                                                                                            APPROXIMATE DRIVEWAY PROFILE WITH FLOOD BARRIER                       APPROXIMATE DRIVEWAY PROFILE REQUIRED TO REMOVE FLOOD BARRIER




                                                                                                                                                                                                                                                                                  PROPOSED BASEMENT CAR PARK PROFILE




                                                                                                                                                                                                                                                                                                         PROPOSED 2.0m WIDE CONCRETE PATH
                                                                                                                                                                                                                                                                                                          JOIN NEATLY TO EXISTING AT EXTENTS




                                                                                                                                                                                                                                                                                                               PROPOSED KERB AND CHANNEL

                                                                                                                                                                                                                                                                                                            FALL                                                              FALL




                                                                                                                                                                                                                                                                                                                                       APPROXIMATE CREST OF ROAD
                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                4300




                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED KERB & CHANNEL
                                                                                                                                                                                                                                                                              EXISTING
                                                                                                                                                                                                                                                                                3200
J:\2017\17699SD1_Subdivision_14-16_Mary_Street_Noosaville\4.CADD\#ACAD\17699_SK100.dwg




                                                                                                                                                                                                                                                                                                 PROPOSED FRONTAGE WORKS
                                                                                              COPYRIGHT ©                                                                                 Associated Consultants                        Client                                                                                                                     Drawn                                       Verified   Project                                        Drawing Title                                                    Scale            Sheet Size
                                                                                         This drawing is subject to                                                                                                                                                                                                                                                JF                                          DR
                                                                                         copyright in accordance with the                                                                                                               FUQIANG                                                                                                                    Designed                                    Verified
                                                                                                                                                                                                                                                                                                                                                                                                                          BOUNCE HOSTEL                                  FRONTAGE WORKS AND                                                   1 : 100        A1
                                                                                         agreement between Tod
                                                                                         Consulting pty ltd (tc) and tc's
                                                                                         client. This drawing shall only be
                                                                                                                                                                                                                                        INVESTMENTS PTY LTD                                                                                                        DR                                          DR         14-16 MARY STREET, NOOSAVILLE                  BASEMENT CAR PARK PROFILE                                        Drawing Number
                                                                                                                                                                                                                                                                                                                                                                   Approved                                    RPEQ No
                                                                                         used for this specific project.
                                                                                                                                                                                                                                                                                                                                                                   D. REYNOLDS                                 9072       RDP                                                                                                                17699-SK001
                                                                                         This drawing shall not be used
                                                                                                                                                                                                                                                                                                Noosa: 07 5449 9600                                                                                                       LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                                                   Signed                                                 MCU APPROVAL              HORIZ DATUM                             0      10      20    30   40    50       60   Sheet             Revision
                                                                                         for construction until marked as                                                                                                                                                                PO Box 61, Noosaville, QLD 4566
                                                                                                                               A   17.08.18 PRELIMINARY ISSUE                      JF                                                                                                                                                                                                                                     ROL APPROVAL              VERT DATUM
                                                                                         'issued for construction' in the
                                                                                         revision description.                Rev Date Revision Description                       Drawn
                                                                                                                                                                                                                                                                              [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                          OPW APPROVAL              RL DATUM                                    MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1OF 1        A