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Amended Proposal Plans_Issue S4 · MCU15/0014

Attached to the e-mail MCU15/0014 - Information Response.

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.

                                                                                                       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          S4
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
                                                                                                                                                                                                          line of floor below                                                                     to engineers detail




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           Outline of adjacent development




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                                                                                                                                                                                                                                        line of floor below                                                                                                                 cable pit
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                                                                                                                                                                                                                                                              3,500
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                                                                                                                                                                                                                3,500



                                                                                                                                                                                                                                3,000
                                                                                                                                                    existing sewer line




                                                                                                                                                                        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     465m 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     5 x 3 bed Units x 130m 2 = 650m 2
                         SD.202                           FIRST FLOOR PLAN
                         SD.203                           SECOND FLOOR PLAN                                                                                                                            1 x 2 bed Unit x 118m 2 = 118m 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
                         SD.502                           ELEVATIONS                                                                                                                      Proposed            = 567m 2
  SERIES 600 SECTIONS    SD.601                           SECTIONS
                         SD.801                           SECTIONS
                                                                                                                                                                                                                                                                                                                         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                      S4

Section 3

                                                                                                                                                                                                      1.76                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   email:[email protected]




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Section 4

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Timb




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                                                                                                                                       Road Sign                                                                                                                                                                                                                                                                                                                                                                                1n
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.65
                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                           9                                              7                                                                                                                                                                                                                                                                                                                                                    Gate
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                                                                                                                                       -                                                                                                                                                                                                                                                                                                                                                            1.8                    k                                                                                                                                                                                                                                          1.98
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                                                                                                                                    1.57                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                               0                                1.67
                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.8
                                                                                                                                           1.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         in6




                                                                             1.69
                                                                                                                                                                                   1.63                                                                                                                                                                                      6
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                                                                                                                                                1.65                                                                                                                                                                   1.7
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                                                                                                                                                                                                                                      Telecoms
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      16.73 6.745




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.95
                                                                                                                                                                                           nc




                                                                                                                                                                                                                                          1.72Pit
                                                                                                                                                                                                                                      Cable                                                                                                                        1.74                                                         Water                                                                                                                                                                                    1.91
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3 4 5 ° RL O




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                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.94




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                                                                                                                                                                                                                                          1.72
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                  1.65
                                                                                                                                     1.74
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                                                                                                                                                        1.7
                                                                                                                                                                                                                                                    1.8
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Above




                                                                                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                        6                                                                                                                                                        1.9
                                                                                                                                                                                                                                         1.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.92                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.59
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                                 1.53
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                                                                                                                                                                                                                                                                                                                                                                                                                      1.93
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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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