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Amended Architectural Plans (2) · MCU25/0025.01

Plans and drawings: the text below has words only, no drawings.

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                                                                                                                                                                                                               114
                                                                                                                                                                                                     112

                                                                                                                                                                                                           110

                                                                                                                                                         55
                                                                                                                                                 71.5                                                                         108

                                                                                         AD                                                                                                                                                                                                                                                                                                              N
                                                                                   RO                                                             106



                                                                                                                104
                                                                                                                  102

                                                                                                               100
                                                                                                                     98                                                                          94
                                                                                                                                    96
                                                                                                                                                                                                                                                     90




                                                                                                                                                                                                                                                                            19
                                                                                                                                                                                                                                                88




                                                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                                                                                              59
                                                                                                                                                                                                                                                                               0
                                                                                                                                                                   92
                                                                                                                                                                                                                                                                                                                                                  An accessible dam, swimming pool or water tank (in
                                                                                                                                                                                                                                                                                                      82                                          addition to day to day water supply) with
                                                                                                                                                                                                                                                                                                                                                  an onsite water volume of not less than 5,000 litres must

                                                                                               169.940
                                                                                                                                                                                                                                                                                                                                                  be available for firefighting
                                                                                                                                                         98                                                                                                                                                                                       purposes, located within reasonable proximity to building.
                                                                                                                                                   100
                                                                                                                                                                                                                                                                                                                                                  A water supply outlet pipe 50 millimetres in diameter and
                                                                                                                                                                                                                                                                                                                                                  fitted with a standard fire brigade




                                                                                                                                                                                                                                                                                                   80




                                                                                                                                                                                                                                                                                                                      76
                                                                                                                                                                                                                                                                                                           78
                                                                                                                                                                           102                                                                                         EXISTING
                                                                                                                 108                                                                                                                                                                                                                              fitting must be connected to the water supply (other than




                                                                                                                                                                                                                                                                                                                                  72
                                                                                                                                                                                                                                                                     SHADECLOTH                                                                   where the water supply is in a




                                                                                                                                                                                                                                                                                                                                             70
                                                                                                                110                                        LOT 3                                                                                                    GREENHOUSES                                                                   swimming pool or dam).
                                                                                                          112                                             SP100439                                                                                                                                                               74




                                                                                                                                                                                                                                                                                      86
                                                                                                                                                          AREA 3.298ha
                                                                                                         114                                                                                                                                        EXISTING
                                                                                         116                              PROPOSED                                                                                                                   SHEDS                                                                     INSET
                                                              EXISTING                                                    DWELLING
                                                                                      118
                                                               SHED                                                   ALL DRAINAGE TO




                                                                                                                                                                                                                                                                                            84
                                                                      120                                            APPROVED POINT OF
                                                         12
                                                         11.7
                                                            .638
                                                              mm to O                                                    DISCHARGE
                                                                     MP
                                                                                                                                   59.637m

                                                                                                                                                                                                                                                                       80
                                                                                                                                            EXISTING                                              20,000 L TANK                                                  1.1
                                                                                                                                                                                              CONNECTED TO A DAVY                                              19
                                                                                                                                             SHED                                              FIRE-FIGHTER PUMP
                                                                                      ND CIA
                                                                                           S

                                                                                           G
                                                                                        FA

                                                                                        IN




                                                                                                                              EXISTING
                                                                                      m




                                                                                                                              CROSSOVER
                                                                       65..04 156m1




                                                                                                                           87
                                                                                   LA
                                                                               65..




LOT INFORMATION                                                                                                               .1
                                                                               m




                                                                                                                                   00                                                                                                                                                                                                    45,000 L
                                                                            0m0




LOT                           3                               LO                                                                                                                                                                                                                                                                       RAINWATER             PROPOSED
PLAN                          SP100439                            UI                                                                                                                                          104
                                                                                                                                                                                                                                                                                                                                          TANK               DWELLING
STREET NUMBER                 711                                      S                                                                                                                                                                                                                                                                                   ALL DRAINAGE TO
STREET NAME                   LOUIS BAZZO ROAD
                                                                           BA                                                                                                                          106
                                                                             ZZ                                                                                                                                                                                                                                                                           APPROVED POINT OF
LOCALITY                      COOTHARABA                                          O                                                                                                                                                                                                                                                                           DISCHARGE
AREA CODE                     4565
AERIAL PHOTOGRAPHY            NearMap                                                                                                                                                                                                       SITE PLAN
CONTOUR DATA                  Geoscience Australia
                                                                                                         RO                                                                                                                                 Scale 1:1,250
                                                                                                            AD




                                                                                                                                                                                                                                                                                                                                                                                 A
SITE COVER




                                                                                                                                                                                                                                                                                                                                                                                I
                                                                                                                                                                                                                                                                                                                                                                             SC
                                                                                                                                                                                                                                                                                                                                                                           FA
SITE AREA                     3.298 ha




                                                                                                                                                                                                                                                                                                                                                                                           G
                                                                                                                                                                                                                                                                                                                                                                                       IN
                                                                                                                                                                                                                                                                                                                                                                     5m
EXISTING SHEDS FOOTPRINT




                                                                                                                                                                                                                                                                                                                                                                    5.1m



                                                                                                                                                                                                                                                                                                                                                                                      ND
                                                                                                                                                                                                                                                                                                                                                                                  LA
                                                                                                                                                                                                                                                                                                                                 INSET




                                                                                                                                                                                                                                                                                                                                                                 56.
PROPOSED DWELLING FOOTPRINT                                                                                                                                                                                                                                                                                                                                                                                    Scale 1 : 200 at A3




                                                                                                                                                                                                                                                                                                                                                                                m
                                                                                                                                                                                                                                                                                                                                                                                                           0        2              5m




                                                                                                                                                                                                                                                                                                                                                                                40m
                                                                                                                                                                                                                                                                                                                                                                                  0
PROPOSED SITE COVER           504   1.53% APPROX.
                                                                                                                                                                                                                                                                                                                                 Scale 1:200




                                                                                                                                                                                                                                                                                                                                                                            56.
                                             REV            DESCRIPTION                                  DATE        DRN. APPRVD. WARNING NOTICE:                                    COPYRIGHT AND REPRODUCTION                                                                                                            Project Address                             Client
                                              A      ISSUED FOR DESIGN APPROVAL                    05.08.2024         MP    AM    1. Engineer's and or Manufacturer's                1. This document is Confidential and remains the
                                                                                                                                                                                        property of AM20 Design. Accordingly, copies of this
                                                                                                                                                                                                                                                                                                                                                                                      K & J CHADBURNE
                                              B           REVISED SITE PLAN                        14.10.2024         MP        AM
                                                                                                                                            Designs & Specifications to take
                                                                                                                                            precedence over this document.              document must not be distributed to third parties
                                                                                                                                                                                                                                                                                   Scale 1 : 1250 at A3
                                                                                                                                                                                                                                                                                                                            PROPOSED DWELLING AT                       Sheet
                                                                                                                                         2. All contractors to confirm all levels,      without their prior written consent.
                                              C           REVISED SITE PLAN                        06.02.2025         MP        AM          angles and dimensions on site
                                                                                                                                            before commencing work.
                                                                                                                                                                                     2. A third party receiving a copy of this document should
                                                                                                                                                                                        not place any reliance upon it and AM20 Design.
                                                                                                                                                                                                                                                                0                      20                       50m         711 LOUIS BAZZO ROAD                                               SITE PLAN
                                                                                                                                                                                        disclaims all responsibility and liability to such party.
                                                                                                                                         3. All construction to comply with the
                                                                                                                                            Building Code of Australia 2022          3. This document may not be altered mimicked or                                                                                        COOTHARABA                                     Project             Drawing                    Revision
                                                                                                                                            and current Australian Standards.           reproduced without written approval from AM20
                                                                                                                                         4. Do not scale off drawings.                  Design.                                                                                                                                                                            Code       900217   No.       CHA-001                     C

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