Skip to the record
Every meeting, every word.

Original source · versioned page text

35071 plans

of 15

Page text shows just the words. Original shows the document exactly as it was published.

Original PDF page 2, section 2. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
0
                                                                                                                                                                                               6.75                                                                                                                                                                                                                                                                                                 9.25
                                                                                                                                    6.0




                                                                                                                                                                          6.5




                                                                                                                                                                                                         7.00                                                                                                                                                                                                                                                                                                        9.50
                                                                                                                                    0




                                                                                                                                                                          0
                                                                                                                                                      6.2




                                                                                                                                                                                                                   7.25                                                                                                                                                                                                                                                                                                              9.75
                                                                                                                                                      5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9.7 5
                                                                                                                                                                                                                          7.50                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .00
                                                                                                                                                                                                                                    7.75

                                                                                                                                                                                                                                           8.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10.00
                                                                                                                                                                                                                                                              8.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LAK
                                                                                                                                                                                                                                                                           8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10.25
                                                                                                                                                                                  94.02
                                                                                                                                                                                                                                                                                             8.75




                                                                                                                                                                                                 5m
                                                                                                                                                                                                                                                                                                           9.00

                                                                                                                                                                                                                                                                                                                       9.25


                                                                                                                                                                                                                          188°




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10.50
                                                                                                                                                                                                                                                                                                                                            9.50


                                                                                                                                                                                                                               02' 20                                                                                                              9.75



SEWERAGE                                                                                                                                                                                                                             "                                                                                                                                     10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.75
                                                                                                                                                                                                                                                                                                                                                                     .00
                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                                                                                                                                                                                                                                   .25



Sewerage to discharge to on site treatment
                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                                                                    .50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11.00
                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                                                                                                  .75




(to engineers design) and to council requirements
                                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                                                                                                                                                                                                                                                                                                                                                                                                 .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                                                                                                                                                   .25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .50


and in accordance with A.S. 1547 and                                                                                                                                                                                                                                                                                                                                                                                                                                                  .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .00



associated relevant documents.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11.75
NOTE :
The Proposed Building is located in a bushfire prone area.
Building construction to be in accordance with N.C.C. part 3.7.4
& A.S. 3959 - 2011 (B.A.L. T.B.C.) as per private certifier decision
(T.B.C). Refer (T.B.C) Site Bushfire Attack Assessment. The author
of these drawings accepts no responsibility whatsover for the                                                                                                                                 PROPOSED LOCALITY PLAN
assessment of the B.A.L.                                                                                                                                                                      Scale                                 1 : 1000




                                              AK B U I L D I N G D E S I G N
                                                                             Dean White & Vivienne Savill                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Concept Design 6   A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DATE:            29/10/2020
                                                                                                                                           © Copyright                                       2 Lakeway Dr.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING No:
                                             T. 07 5443 4200        E. [email protected]
                                             A. Suite 9/50 Aerodrome Rd Maroochydore
                                                                                                 QBCC 1060583      ABN 95 621 039 731
                                                                                                     P.O. Box 116 Cotton Tree Qld 4558                                                       Cooroibah                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20138A / 200
Log in to download the original file

35071 plans.pdf · 6.4 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.