Att1 - Building Design Plans_Amnd

SITE COVERAGE
       Lot Descrip on                       Legend                                                                                                                       Final loca on of walls, gardens, paved   Pool fencing and gates in accordance with local     All slab levels to be verified by contractor   Engineering Notes                                        Do not scale dimensions. Removable door to WC.
ZONED Lot :                  R20       13                                              Exposed     Biodiversity, Waterways,        Reparian Buffer Area                   areas TBC. on site by builder/client     authori es regula ons + A.S. 1926.1 Loca on         prior to commencement. Discrepancies          Refer to Engineers details for:                          Check and verify all dimensions prior to commencement.
       Plan :
% ALLOWED                      RP213603
                             50%                 Pool Water             Concrete       Aggregate   Wetlands Overlay                Overlay                               Sediment control measures to be          TBC. on site by builder/client                      are to be reported to the designer.           Foo ngs, Slab, Tiedown, Bracing, Framing                 These plans to be read in conjunc on with engineers report
       Area :
SITE AREA                    42,110.00m2                                                                                                                                                                                                                                                                                                                                     All windows to be verified against floor plans and eleva ons by contractor.
       Parish
SITE COV. AREA:              799.52m 2
                              TEWANTIN                                                                                                                                   taken on site during construc on         All stormwater drains to be UVPC sealed system      Nominated hardscaping/landscaping items       Schedule, Floor Construc on, Roof framing and
                                                                        Gravel/        Rock        Kore Koala                                                                                                                                                                                                       Truss details, Wind Category, Pool, Retaining Walls      Discrepancies are to be reported to the designer prior to commencement.
       County :                  MARCH           Garden Beds                                                                                                             Sewer line loca on to be confirmed        in accordance with A.S. 3500.3 To disperse          such as driveways/paths/gardens/ retaining                                                             All work to comply with the NCC, these drawings and all other relevant
       Site=1.9%
SITE COV.   Coverage :                                                  Pebbles        Retaining   Habitat Overlay                                                       on site prior to construc on of pool     170m2 max. roof area (final size & loca on of site   etc. Are design sugges ons only. Refer        Plumbing and drainage                                    technical literature for this wind category.
                                                                                                                                                                         and/or proposed dwelling                 drains tbc by plumber/builder/client)               builders specifica ons for specific details     To comply with the requirements of the local authority




                    10,000                                                                                                                                                                                                                                                                                                                                                                                                  DATA PLOTTED FROM NOOSA COOLOOLA
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SURVEYS PTY LTD CONSULTING LAND
                                                                                                                                                                                                                                                                                                                                                                                                                          SURVEYORS (FILE REF 23385 DATED 29.01.24)
                                                                                                                                                                                                                                                                                                                                                                                                                               DATA TO BE CONFIRMED PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                  CONSTRUCTION BY BUILDER
                                                                                                                                                                                                                                                                                                                                                                                                                           LAND SUBJECT TO SLIDE HAZARD OVERLAY,
                                                                                                                                                                                                                                                                                                                                                                                                                          MEDIUM POTENTIAL BUSHFIRE INTENSITY &
                                                                                                                                                                                                                                                                                                                                                                                                                             POTENTIAL IMPACT BUFFER OVERLAYS,
                                                                                                                                                                                                                                                                                                                                                                                                                             ENVIRONMENT ENHANCE OR PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                           OVERLAY, RIPARIAN BUFFER ZONE OVERLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                 AND CORE KOALA OVERLAY -
                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDER/ENGINEER/ CERTIFIER TO CONFIRM
                                                                                                                                                                                                                                                                                                                                                                                                                            COMPLIANCE PRIOR TO CONSTRUCTION
   236.100
       22' 10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        190.422
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 180° 01' 00"
    0°




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10m MIN SITE SETBACK
                                                                                                                                                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                                           14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10,000




                                                                                                                                                                                                                                                                                                                                                        7
                                                                                                                                                                                                                                                                                                                                                      14
                                                                                                                                                                                                                                                 LOT 13
                                                                                                                                                                                                                                                RP213603




                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                                                                   14
                                                                                                   145                                                                                                                                                                                                                                                                                                                  TBM (SCREW IN CONC
                                                                                                                                                                                                                                                                                                                                                                                                                        DWAY) RL 154.69 AHD




                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                                                                                               14




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          182° 21' 21"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20.326
                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                     15
                                                               10,000




                                                                                                                                                                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                                                                                                                                                                        15
                                                                                                                          146
                                                                                                                                                   147                                  148                                                              149
                                                                                                                                                                                                                                                                                                                                               150

                                                                                                                                                                                                                           193.468
                                                                                                                                                                                                                           270° 06' 10"

                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                        S ROA
                 2.2Site Plan Exis ng
                             1:500
                                                                            Revision                                            Notes.                                                                                                                                                        Project                                               Client                                         Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                 FER
                                                                                                                                                                                                                                                                                                                                                                                                                                                    REL
                                                                                                                                                                                                                                                                                                                                                                                                                                                       L

                                                                                                                                                                                                                                                                                                                                                                                                                                                         Date                                          Author


                             reitsma
                                                                                                                                Figured dimensions only are to be taken from this drawing.            All works must comply with NCC, local authority and all                N                EDWARDS RESIDENCE                                     J. + D. Edwards                                Site Plan Exis ng                                     11/06/2024                                  TEAM
                                                                                                                                All dimensions, bearings, exis ng services, mandatory council         relevant geographical/wind category requirements. All
                                                                                                                                restraints/requirements and proposed levels are to be checked and
                                                                                                                                verified on site by builder/client prior to commencement of works.
                                                                                                                                                                                                      cut and fill ba ers are indica ve only and must be
                                                                                                                                                                                                      established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                              LOT 13 (No. 146) FERRELLS                                                                                                                                  Scale                                        Revision
                                                                                                                                                                                                                                                                                                                                                    Builder
                 +61 493 062 182            13 Ridgewood Road.
                                                                                                                                Any discrepancies must be communicated to the designer prior to       proposed slab and/or floor levels                                                        ROAD                                                  Craig Bri en                                                                                         1:500                                                 A
                                                                                                                                commencement of works. Please note, builder specifica ons and          These drawings are to be read in conjunc on with other                                                                                                                                       Stage
                                                     Caloundra                                                                  signed contracts to take precedence over all Reitsma documenta on.    relevant consultants drawings and reports.                                              COOROY                                                                                                                                                     Project Number                          Sheet Number
                 [email protected]                 QLD, 4551                                                                                                                                                                                                                                                                                                                                     DEVELOPMENT APPROVAL
                 www.reitsma.com.au                   Australia
                                                                                                                                © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767
                                                                                                                                QBCC Lic. No. 1234490 BDAQ Member
                                                                                                                                                                                                                                                                                              QLD      4563                                         Ph: 0421 338 630                               NOT SUITABLE FOR CONSTRUCTION                         4661                                         5 /94