Skip to the record
For the highest quality transcripts.

Original source · versioned page text

Amended Plans (17.01.20)

of 49

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

Log in to see the plans as drawn

Original PDF page 3, section 2. The text section number identifies this passage in the reader.

GATE




                                                                                                                                                                                                                                                                                    5
                                                                                                                                                                                                                                                                                                                                                                GATE 36.79                              36.77




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Y
                                                                                                                                                                                TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E 5.
                                                                                                                                                                                                                                                                                   37.2
                                                        37 .80T            POWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               T R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.03CR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                K
                                                                 K




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3T
                                                          3737.66.8         POLE                                                                                                                                                                                                                                                                                                                                                                                                   POWER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    POLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                         37 .69




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                             37 .71T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SI
                                                                                                    K
                                                                                                                               37.61TK
                                                                                                                                                                                                                                                                                                        STOP
                                                                                                                                                                                                                                                                                                        VALVE                                                                                                                                                                                                                               TBM                                                                                                                           36.0
                                                                                                         ROOFW                                                              37.43TK
                                                                                                                                                                                                                                                                                                                                                                                                                                                          K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCREW IN KERB
                                                                                                              AT                                                                                                                                                                                                                                                                                                                                    36.07T
                                                                                                          OUTLE ER                                                                                                                  37.21TK                                                                                                                                                                                                                                                                                               RL 35.925
                                                                                                               T                                                                                                                                                                                                                                                                                          36.22TK
                                                                                                                                                                                                                                                                                          36.93TK
                                                                                                                                                                                                                                                                                                                                         36.64TK
                                                                                                                                                                     CONCRET
                                                                                                                                                                            E Kb & Ch

                                                                                                                                                                                                                                                                                                                     Ht 2
                                                    37 .8 3C
                                                            R                                                                                                                                                                                                                                                        Spread 2                                                        Ht 4
                                                                                                                                                                                                                                                                                                                     Trunk .200
                                                                                                                                                                                                                                                                                                                                                                                     Spread 4
                                                                                                                                                                                                                                                                                                                     TREE                                                            Trunk .200
    5




                                                                                            37.67CR
   38.4




                                                                                                                                                                                                                                                                                                                                                                                     TREE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        35.78CR
                                                                                                                   6
                                                                                                                37.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  35.8
                                                                                                                                                                      37.40CR
                                                                                                                                                                                                                                                                                ROAD CROWN
                                                                                                                                                                     37.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35.78CR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .8
                                                                                                                                                                                                                                                      37.13CR                BITUMEN SURFACE                                                                                                                                                                                                                     35.99CR
                                                                                                                                                                                                                                     37.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .0
                                                                                                                                                                                                                                                                               0


                                                                                                                                                                                                                                                                                                                                                                           36.51CR




                                                                                                                                                                                                                                                                                                                                                                                                                                                    .2
                                                                                                                                                                                                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                                                .4
                                                                                                                                                                                                                                                                            37.




                                                                                                                                                                                                                                                                                                                                                6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         36
                                                                                                                                                                                                                                                                                                         36.




                                                                                                                                                                                                                                                                                                                                                                                                                                                  36
                                                                                                                                                                                                                                                                                                                                             36.




                                                                                                                                                                                                                                                                                                                                                                                              36
                                                                                                                                                                                      MARGIT
                                                                                                                                                                                                                                                                      CRESCENT
                   2
                  38.2




                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                       36.7




                                                                                                                                                                                          SITE CONTOUR PLAN
                                                                                                                                                                                          SCALE 1:200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    35.4
FOR CONSTRUCTION
                                           No.                                       Description                                                                            Date                                                             Tracy Dowden - Building Designer                                                                                                          Client:                                        Richard & Jodie Thomas
                                            15                  Prelim WD's Rev 1                                                                                      28/10/19                                                                                                                                                                                                                                                                                                                                                                                                                              Site Contours




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9/01/2020 3:39:06 PM
                                            16                  Prelim WD's Rev 2                                                                                       6/11/19                                                                                        QBCC: 1009413                                                                                                   Description Proposed duplex
                                            17                  For Construction WD's                                                                                  11/11/19                                                                                                                                                                                                                                                                                                                                                                                                                              Project number                                                                                    5VEN
                                            18
                                            19
                                                                For Construction WD's Rev 1
                                                                For Construction WD's Rev 2
                                                                                                                                                                       12/12/19
                                                                                                                                                                       16/12/19
                                                                                                                                                                                                                                                                                                                                                                                       Site Address: 5 Ventura St
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sunrise Beach Qld
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Date                                                                                        22/4/19                       A102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drawn by                                                                                              T.D
                                            20                  For Construction WD's Rev 3                                                                            19/12/19
           QBCC Lic 1184982                 21                  For Construction WD's Rev 4                                                                              9/1/20                                                                                                                                                                                                                                                                                                                                                                                                                              Checked by                                                                                            T.D         Scale          1 : 200

                                                                                                                               THIS DESIGN REMAINS THE COPYRIGHT OF THE DESIGNER.
Log in to download the original file

Amended Plans (17.01.20).pdf · 1.9 MB (small file)

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”.