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Amended Proposal Plans_Issue S7 · MCU15/0014

Attached to the e-mail MCU15 0014 - change to application and amended plans.

of 14

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

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Original PDF page 1, section 1. The text section number identifies this passage in the reader.

                                                                                                       S7 - Revised Floor Plans (3 Units)   18.06.15
                                                                                                       S6 - Penthouse IssueResponse         07.06.15
                                                                                                       S5A - Issue for RFI Response         23.05.15
                                                                                                       S5 - Issue for RFI Response          21.05.15
                                                                                                       S4A - Bed 2 Unit Revision            14.04.15
                                                                                                       S4 - RFI Amendments                  10.04.15
                                                                                                       S3 - RFI Amendments                  07.04.15
            PO Box 262                   This drawing is to be read in conjunction                     S2 - RFI Amendments                  01.04.15
            Noosa Heads QLD 4567         with Engineers Drawings & Reports                             S1 - Issue for DA                    09.02.15
                                         Construction to comply with all relevant                      Project                              Scale         Date
            Telephone     07 5447 5633
            Mobile        0419 758 478
                                         SAA & BCA Codes & standard Bldg By-law
                                         1975 & as amended
                                                                                                       Gympie Terrace Units                 1:2000 @A3    Jan 15
                                         Verify all dimensions on                                      Location                             Drawn By      Job No:
            [email protected]        site prior to commencement
                                         of any works. These drawings are not to be used
                                                                                                       279 Gympie Terrace                   DDT           1404

                                                                                           SITE PLAN   Noosaville
            www.kiddco.com.au            for scaling Copyright for design & drawings                                                        Drawing No.   Issue No.
                                         remain the property of the authors.

designers                                                                                                                                   SD.101          S7
Full text of sections 2 to 4 (of 14)

Section 2

                                                                                                                                                                                                                                                                                                                    road sign

                                                                                                                                                                 Outline of adjacent development

                                                                                                                                                                                                                                                                                                            pit
                                                                                                                                                                                                                                                                                       intercom
                                                                                                                                                                                                                                                                                                                                                                      existing street pole,
                                                                                                                                                                                                                                                                                         relocate water meter                                                         to be relocated




                                                                                                                                                                                  787
                                                                                                                                                                                                                                                                                             layby                                                                    by developer
                                                                                                                                                                                                                                                                                             to engineers detail
                                                                                                                                                                                                     line of floor below




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           Outline of adjacent development




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                                                                                                                                                                   Outline of adjacent development



        SITE PLAN
SD.102 SCALE1:200


  DRAWING LIST SD                                                                                                                                   SITE INFORMATION                                                                                                         REAL PROPERTY DESCRIPTION
                                                                                                                                                                                                                                                                             Lot: 2 on RP 51970
  Set                                         No.         Name                                                                                      Site Area                      1209m2                                                                                    Parish: Weyba
  SERIES 100 SITE PLANS  SD.101                           COVER SHEET                                                                               Site Cover                     Permitted    1209 x 40% = 483.6m 2                                                        Address: 279 Gympie Terrace
                         SD.102                           SITE PLAN                                                                                                                Proposed     422m 2                                                                                Noosaville Q 4566
                                                                                                                                                                                                                                                                             Site Area: 1209m2
                         SD.103                           SURVEY PLAN                                                                               GFA                            Permitted    19.3 p x 40 = 768 m2
  SERIES 200 FLOOR PLANS SD.201                           GROUND FLOOR PLAN
                                                                                                                                                                                   Proposed     2 x 3 bed Units x 260m 2 = 520m 2
                         SD.202                           FIRST FLOOR PLAN
                         SD.203                           SECOND FLOOR PLAN                                                                                                                     1 x 3 bed Unit x 248m 2 = 248m 2
                         SD.204                           GARAGE PLAN                                                                                                              Total Proposed 18.9 p                 = 768m
                         SD.205                           ROOF PLAN
  SERIES 500 ELEVATIONS SD.501                            ELEVATIONS                                                                                Landscaped area                Required 18.9p x 30 = 567m 2                                                                                                     S7 - Revised Floor Plans (3 Units)              18.06.15
                         SD.502                           ELEVATIONS                                                                                                               Proposed            = 585m 2                                                                                                     S6 - Penthouse IssueResponse                    07.06.15
  SERIES 600 SECTIONS    SD.601                           SECTIONS                                                                                                                                                                                                                                                  S5A - Issue for RFI Response                    23.05.15
                                                                                                                                                                                                                                                                                                                    S5 - Issue for RFI Response                     21.05.15
                         SD.801                           SECTIONS                                                                                                                                                                                                                                                  S4A - Bed 2 Unit Revision                       14.04.15
                                                                                                                                                                                                                                                                                                                    S4 - RFI Amendments                             10.04.15
                                                                                                                                                                                                                                                                                                                    S3 - RFI Amendments                             07.04.15
                                             PO Box 262                   This drawing is to be read in conjunction                                                                                                                                                                                                 S2 - RFI Amendments                             01.04.15
                                             Noosa Heads QLD 4567         with Engineers Drawings & Reports                                                                                                                                                                                                         S1 - Issue for DA                               09.02.15
                                                                          Construction to comply with all relevant                                                                                                                                                                                                  Project                                         Scale                     Date
                                             Telephone     07 5447 5633
                                             Mobile        0419 758 478
                                                                          SAA & BCA Codes & standard Bldg By-law
                                                                          1975 & as amended
                                                                                                                                                                                                                                                                                                                    Gympie Terrace Units                                     @A3
                                                                                                                                                                                                                                                                                                                                                                    1:1, 1:200, 1:100 Jan 15
                                                                          Verify all dimensions on                                                                                                                                                                                                                  Location                                        Drawn By                  Job No:
                                             [email protected]        site prior to commencement
                                                                          of any works. These drawings are not to be used
                                                                                                                                                                                                                                                                                                                    279 Gympie Terrace                              DDT                       1404

                                                                                                                                                                                    SITE PLAN                                                                                                                       Noosaville
                                             www.kiddco.com.au            for scaling Copyright for design & drawings                                                                                                                                                                                                                                               Drawing No.               Issue No.
                                                                          remain the property of the authors.

        designers                                                                                                                                                                                                                                                                                                                                                   SD.102                      S7

Section 3

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Section 4

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                                                                                                                                                                                                                                                                                                                                                                                                                         1.77
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                                 1.53
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.0                                                          2.06
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.50                                                                    1.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.72
                                                                                                                                                                                                                    Pandanus                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.62                 2.05
                                                                                                                                                                                                                    Palm                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Single Storey                                                                                                                                                                                                                                                                                       2.05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Brick & Timber                                                                                                                                                                                                                           1.73                                                          2.07
                                                                                                                                                                                                                                                                                                                                                                                                                      1.78                                                                                                             House                                                                                                                                                                                                                                     1.68
                                                                                                                                                                                                                                                  2.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Floor Level RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.98
                                                                                                                     6.23                                                                               6.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.59




                                                                                                    5.25
                                                                                                    9.64                                                                          5.30
                                                                                                                                                                                   9.65                 5.07                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Stormwater
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Grate     1.26                                                                                          58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SL1.26                                                                        1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.55                                                                                                                                                                                                                                                                                      1.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IL 1.07
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 07o




                                                                                                                                                                                                                                                                                                                                                                                                                       1.76                                                      1.65                                                                                                                                                                                                                                                                                                                7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ss
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ibl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Old Concrete Retaining Wall

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       e




                                                                                                                                                                                                                                                        2.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW




                                                                                                             14.17
                                                                                                                                                                                              14.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Lin




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.96




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              92




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Stormwater
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.




       4.87
        4.87
       6.22
       9.67
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               

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