Architectural Plans Received 11.8.2020 · MCU20/0087

                                                                                                                                                    BUSH FIRE RATING BAL12.5                                                                                                   LOT NUMBER : 9
                                                                                                                                                                                                                                                                               ON REGISTERED PLAN : MCH1714
                                                                        RL 16.0                                                                                                                                                                                                PARISH OF LAGUNA
                                                                                        RL 15.0
                                                                                                                                                                                                                                                                               COUNTY OF MARCH
                                                                                                                                                                                                                                                                               AUTHORITY : NOOSA COUNCIL
    NORTH                                                                                         RL 14.0                                                                                                                 LEVELS NOTE:                                         LAND AREA : 2.802 ha
                                                                                                                 RL 13.0
                                                                                                                                                                                                                          ALL LEVELS HAVE BEEN TAKEN BY
                                                                                                                            RL 12.0

                                                                                                                                             RL 11.0
                                                                                                                                                                                    RL 9.0                                OTHERS AND PROVIDED.
                                                                                                                                                              RL 10.0                                                     (ALL TO BE VERIFIED BY SURVEYOR
                                                                                                                                                                                     RL 8.0
                                                                                                                                                                                                                          AND BUILDER ON SITE
                                                                                                                                                                               (198




                                                                                                                                    54
                                                                                                                                                                                           RL 7.0

                                                                                                                                                                              270   .3 5                                  PRIOR TO CONSTRUCTION)




                                                                                                                                 115
                                                                                                                                                                                  °34 2m )




                                                                                                                                                                                                        00
                                                                                                                                                                                      '00"                                                                                     SITE COVERAGE = 1.2 %




                                                                                                                                                                                                     100
                            AD




                                                               EXISTING DRIVEWAY LOCATION
                                                                                                                                                                                                                                                                               THIS PLAN TO BE
                          RO




                                                                                                                                                                                                                                                                               USED FOR SITE SETOUT




                                                                                                                                                                                                     94 00
                      IAN




                                                                                                                                                                        21 90 0                                                                                                GENERAL NOTES


                                                                                                                 PROPOSED                                                           10 50 0                                                                                    PLATFORM IMMEDIATELY SURROUNDING THE
                    ILL




                                                                                                                                                                                                                                                                               RESIDENCE TO FALL AWAY FROM THE RESIDENCE
                                                                                                                 RESIDENCE                                                                                                                                                     AT A SLOPE OF 1 IN 20 MINIMUM.
                                               '00" )
                                      180 .622m




                                                                                                                                                                                                                                                                               DIRECT TO FIELD GULLY .
                                                                                                                                                                                                                       PROPOSED
                XIM




                                           °35




                                                                                                                                                                                                                       SECONDARY DWELLING                                      THE SURFACE DRAINAGE TO DISCHARGE EVENLY
                                           2
                                       ( 17




                                                                                                                                                                                                                                                                               WITHIN THE SITE AND WITHOUT NUISANCE TO
                                                                                                                                                                                                                       (NOTE : ALL PLANS, ELEVATIONS
              MA




                                                                                                                                                                                                                                                                               ADJOINING PROPERTIES.
                                                                                                                                                                                                                       AND DETAILS BY OTHERS)                                  LICENSED PLUMBER TO VERIFY
                                                                                                                                                                                                   100                                                                         DOWNPIPE POSITIONS PRIOR TO
                                                                                                                                                                                                      0
                                                                                                                                                                                                 APP 00                                                                        CONSTRUCTION OR THE ORDERING OF
                                                                                                                                                                        16                           RO                                                                        ANY MATERIALS.
                                                                                                                                                               N   20                                   X.
                                                                                                                                                        P   LA                                                                                                                 NOTE ALL LEVELS ARE TO A.H.D
                                                                                                                                                   SA                                                                                                                          CHRISTOPHER DESIGN GROUP
                                                                                                                                                 OO
                                                                                                                                        E   RN                                                                                                                                 TAKES NO RESPONSIBILITY FOR
                                                                                                                                 A   SP                                                                                                                                        LEVELS SHOWN HEREON. -
                                                                                                                           INE                                                                                                                                                 TAKEN BY OTHERS.
                                                                                                                         DL
                                                                                                                    OO                                                                                                                                                         STORMWATER PIPES TO BE 100mm dia
                                                                                                               X FL
                                                                                                             O                                                                                                                                                                 MIN. WITH 100mm MIN. COVER.
                                                                                                        PR
                                                                                                     AP                                                                                                                                                                        MIN. FALL 1 IN 100




                                                                                                                                                                                                                     E
                                                                                                                                                                                            0" m)




                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                                               PLUMBER TO DESIGN GROUND




                                                                                                                                                                                         5'0 5




                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                               DRAINAGE SYSTEM




                                                                                                                                                                                      °1 .07




                                                                                                                                                                                                              N
                                                                                                                                                                                    23 87
                                                                                                                                                                                                                                                                               ROOF WATER PIPES IN GROUND




                                                                                                                                                                                                             A
                                                                                                                                                                                      (1
                                                                                                                                                                                                                                                                               SHALL BE CONNECTED TO THE




                                                                                                                                                                                                         L


                                                                                                                                                                                                                     KE
                                                                                                                                                                                                     P
                                                                                                                                                                                                                                                                               EXISTING WATER TANKS




                                                                                                                                                                                                                  LA
                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                               THERE IS NO EASEMENT ON THIS LOT.



                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                               RETAINING WALLS ARE REQUIRED.

                                                                                                                                                                                                                                                                               SITE TO BE SCRAPED CLEAN OF ALL VEGETATION
                                                                                                                                                                                                                                                                               TO BUILDING AREA
                                                         ( 12
                                                             6
                                                        90° .253m                                                                                                                            NOOSA COUNCIL OVERLAYS AFFECTING THIS SITE:                                       DRIVEWAY TO BE CONSTRUCTED
                                                            33'3    )
                                                                 0"                                                                                                                          1. BIODIVERSITY OVERLAY                                                           TO COUNCIL REQUIREMENTS
                                                                                                                                                                                             2. FLOOD HAZARD OVERLAY (THIS RESIDENCE IS OUTSIDE THE ZONE)
     SITE            PLAN                                                                                                                                                                    3. ACID SULPHATE                                                                  BUILDING PLATFORM LEVEL - RL 7.000 AHD
     SCALE 1:1000                                                                                                                                                                            4. NOOSA PLAN 2016 - OPEN SPACE CONSERVATION, RURAL SETTLEMENT                    TOP OF SLAB LEVEL - RL 7.300 AHD (LOWER FLOOR)
                                                                                                                                                                                             5. REMNANT HABITAT                                                                (builder to verify)
                                                                                                                                                                                             6. RIPARIAN BUFFER




                                                                                                    No.                                 Description                                      Date
                                                                                                                                                                                                             Working Drawings                                 Site Plan




                                                                                                                                                                                                                                                                                                                                            29/07/2020 8:13:38 AM
                                                                                                                                                                                                             Ric Stevens
                                                                                                                                                                                                             199 Maximillian Road                             Project number         2440 REV 3                                  Revision

D E S I G N E RS : T I M & P H I L C H R I S T O P H E R           &     AS SOCIATES
email : [email protected] www.christopherdesigngroup.com.au BDAQ member
                                                                                                                                                                                                             North Shore                                      Date                      29-7-20            Sheet 1
                                                                                                                                                                                                                                                              Drawn by                       PC
CHRISTOPHER DESIGN GROUP PTY LTD QBCC LICENSE No. 1307316
5/70 Bulcock Street CALOUNDRA Qld AUSTRALIA
                                                                             ACN 604467450
                                                                     OFFICE PH: 07 5491 4666
                                                                                                                                                                                                             Proposed Residence                               Checked by                     TC    Scale                        1 : 1000