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SUPERSEDED Approved Plan - OPW25/0054 (As Published)

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  SITE COVERAGE SITE COVERAGE
        Lot Descrip   on                        Legend
  ZONED
 SITE   Lot : ZONED
      COVERAGE                     R20 903     R20
        Plan : % ALLOWED
  % ALLOWED                          P93121
                                   50%         50% Pool Water             Concrete                             Garden Beds                  Lawn
 ZONED  Area : SITE AREA
  SITE AREA                        528.62m2
                                  R20          528.62m2
 %SITE  Parish
       COV.
    ALLOWED    /SITE
             AREACounty      WEYBA
                     COV.: AREA    207.53m2
                                   /
                                  50%MARCH     207.53m2
                                   COUNCIL
        Local Gov. : NOOSA SHIRE528.62m
 SITE AREA                                2                               Exposed                              Gravel/
  SITE COV.  =39.3%                                  Timber Deck          Aggregate
        SiteAREA
 SITE COV.   Coverage  : =39.3% ( 207.53m2 )
                SITE COV.                                                                                      Pebbles
 SITE COV. =39.3%




                                                                                                           SEWER
                                                                                                            M/H                                                                                                                                                                                                                                                                                                                5.
                                                                                                                                                                                                                                                                                                                                                                        5.                                                       23
                                                                                                                                                                                                                                                     6.                                                                                                                   43
                                                                                                                                                                                                                                                       13                                                        5.
                                                                                                                                                                                                                                                                                               5.                  65
                                                                                                                                                                                                                                                                                                 77

                                                                                                                                                                                                                                                              6.0                                                                                ORIOLE AVENUE
                                                                                                                                                     6.




                                                                                                                                                                                                                                                                                                                                                                                                         5.15




                                                                                                                                                                                                                                                                                                                                                                                                                                                5.03
                                                                                                                                                       29                                                                                                                                                                                                                                                                             4,000

                                                                                                                                                                                                                                                                                                                                                                                                                                      3,000




                                                                                                                                                                                                                                                                                                                                5.43




                                                                                                                                                                                                                                                                                                                                                                 5.28
                                                                                                                                                                                                                                                                                5.74
                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE FOOTPATH


                                                                                                                                                                                                                                                                                                                                                           22.129
                                                                                                                                                                                                                                                                            3.°1427'400"
                                                                                                                                                                                                                                                                                                                   WATER                                                                                                              3,520
                                                                                                                                                                                                                                                                                                                                                           181° 47' 00"
                                                                                                    6.
                                                                                                      72                                                                                                                                                                  346
                                                                                                                                                                                                                                                                   4 0"                                                                                                                                                                                6.0




                                                                                                                                                                                                                                                                                                                                                                                                                     2,000
                                                                                                                                                                                                                                                                                                                                                                                    SHR




                                                                                                                                                                     6.3
                                                                                                                                                                                                                                                                                                                                                               6.

                                                                                                                                                                                                                                                                1247' 0
                                                                                                                                                                                                                                                                                                                                                                 77




                                                                                                                                                                                                                                                                                                                                                                         2,871




                                                                                                                                                                                                                                                                                                                                                                                                2,891
                                                                                                                                                                        0
                                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                                                             3 16°                                                                                                                                                                     4,164
                                                                                                                                                                                                                                                                                                                        POOL




                                                                                                                                                                                                                                                                                                                                                                                                              6.71
                                                                          SEWER                                                                                                                                                                              3
                                                                           M/H
                                                                                                                                                                                                                                                                                                                                                                                                                                      PARKING



                                                                                                                                                                                                                                                    00"
                                                                                                                                                                                                                                    3.124
                                                                                                                                                                                                                                             47'
                                                                                                                                                                                                                                                                                                                                                                                             OUTDOOR
                                                                                                                                                                                                                                                                                                                                                                                              DINING
                                                                                                                                                                                                                                        286°
                                                                                                           SITE BENCHMARK NAIL                                                                                                                                                                                                                                                               14.97 m2
                                                                                                                IN KERB RL 6.79m
                                                                          End of Kerb
                                                                                                                                     6.72
                                                                                                                                       New Kerb and




                                                                                                                                                                                                                                                                                                                                                                                                        DP
                                                                                                              6.
                                                                                                                95                                                                                                                                                                                                                                                                                      7.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                       19.111
                                                                                                                                                                                                                                                                                                                                                                                                                                                              91° 47' 00"
                                                                                                           7.00
                                                                                                                                         Channel
                                                                                  LANDRAIL STREET




                                                                                                                                                                                                                                                                                                                                    LOT 903                                                                                                                                                  LOT 623
                                                                                                                         6m min




  As Annotated by Council                                                                                                                                                                                                                                                                                                                                                                                                                                                            NEIGHBOURING 2 STOREY BUILDING
                                                                                                                                                                                                                                                                                       ENTRY                                   PROPOSED DWELLING                                                              DP
                                                                                                                                                                                                                                                                                                                               GROUND LEVEL R.L. 7.300 (NOM)
                                                                                                                                                                                                                           13.076
                                                                                                                                                                                                                                      91° 47' 00"




                                                                                                                                                                                                                                                                                                                                FIRST LEVEL R.L. 10.400 (NOM)
                                                                                                                                                                                                                                                                                                        M/BOX
                                                                                                           7.25
                                                                                                                                                                                                                                                                 DRIVEWAY                                                                                                                                 DPx2
                                                                                                                                                                                                                                                     5,000
                                                                                                                                            500




                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         77
                                                                                                                                                                                                                                                                                                                                                                                                                                      8.0
                                                                                                                             4,000




                                                                                                                                                                                0.150Mat: Clay




                                                                                                       7.
                                                                                                                                            3,000




                                                                                                         47
                                                                                                                                                                                                                                                                                                                                                                                   AC UNIT                                   DPx2
                                                                                                                                                                                                                                                                                                                                                                                                                               DPx2
                                                                                                           7.50                                                                                                                                                                                                                                            CLOTHES LINE SERVICE COURT
                                                                                                                                                                                                                                                                                                                                                                                                                                DPx2
                                                                                                                                                         Sewer LineIL: 6.77Dia:




                                                                                                                                                                                                                                                                                                                                                             LOCATION
                                                                                                                                                                                                                                                                                                                                                                                 8.0 .29




                                                                                                                                                                                                                                                                                                                                                                                                                                                8.28
                                                                                                                                                                                                                                                                                                                                          7.                                8         8                 .0
                                                                                                                                            500




                                                                                                                                                                                                                                                                                                                                            93                                                            4
                                                                                                                                                                                                                                                                                                                                                 DP

                                                                                                                                                                                                                                                                          8.0                    8.
                                                                                                                                                                                                                                                                                                   04
                                                                                                                                                                                                                                                                                                                                        28.164
                                                                                                                                                                                                                                                                                                                                         1° 47' 00"
                                                                                                           7.75                                                                                             SEWER
                                                                                                                                                                                                             M/H
                                                                                                                                                    Sewer LineIL: 6.79Dia: 0.150Mat: Clay
                                                                                                                                                                                            Sewer LineIL: 6.82Dia: 0.150Mat: Clay




                                                                                                              7.
                                                                                                                87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OPW25/0054 3 JULY 2025


                 02Site Plan Proposed
                            1:200
                                                               Revision                                                                                  Notes.                                                                                                                                                                                                                                         Project                                                             Client                             Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0 1   2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5               10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Author


                           reitsma
                                                                                                                                                         Figured dimensions only are to be taken from this drawing.                                                                                             All works must comply with NCC, local authority and all                                 COULTHARD RESIDENCE                                                 COULTHARD                          Site Plan Proposed                  19/05/2025              MY
                                                                                                                                                         All dimensions, bearings, exis ng services, mandatory council                                                                                          relevant geographical/wind category requirements. All
                                                                                                                                                         restraints/requirements and proposed levels are to be checked and                                                                                      cut and fill ba ers are indica ve only and must be                                                                                                                                                                                  Scale                 Revision
                                                                                                                                                         verified on site by builder/client prior to commencement of works.                                                                                      established and verified by builder/client in rela on to
                                                                                                                                                                                                                                                                                                                                                                                                        LOT 903 (No. 12) LANDRAIL ST.
                                                                                                                                                                                                                                                                                                                                                                                              N




              +61 493 062 182          13 Ridgewood Road.
                                                                                                                                                         Any discrepancies must be communicated to the designer prior to                                                                                        proposed slab and/or floor levels                                                                                                                            Builder                                                                1:200                      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.                                              PEREGIAN BEACH                                                                                                                             Project Number   Sheet Number
              [email protected]               QLD, 4551                                                                                                                                                                                                                                                                                                                                                                                                                                                      PRELIMINARY DESIGN
              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      4573                                                                                          NOT SUITABLE FOR CONSTRUCTION       4868                  2 /14

Document Set ID: 23749058
Version: 1, Version Date: 20/05/2025

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