Skip to the record
The only place to find full transcripts.

Original source · versioned page text

8. Appendix D - Traffic Engineering Report

of 30

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

                                                                                                                                                                                              26


                                                                                                                                                                                                                                                                             95.0




                                                                                                                                   00
                                                                                                                                 25
                                                                                                                 AL
                                                                                                              PIC 2500
                                                                                                           TY
                                                                                                             00
                                                                                                           25




                                                                                                                                        54
                                                                                                                                          00
                                                                                                00                                                                                       21
                                                                                              25



                                                                                                                                                                                                                   93.5                                                                               EXISTING ORCHARD




                                                                                                                                                  67
                                                                                                                                                    00
                                                                                                                           S
                                                                                                                         RK
                                                                                             41

                                                                                                                       A
                                                                                                                      P L




                                                                                                                                                             54
                                                                                                              AR AVE 2




                                                                                                                                                               00
                                                                                                           5 C  R                                                                                               93.0
                                                                                                       5          G m        5
                                                                                                                      1   29
                                                                                                                                                                                                                                                                                    GRAVEL ACCESS ROAD


                                                                                                                                                                                                                92.5                                                                                                                                                        C1       C2        C3        C4




                                                                                                                                                                                                                                                                                                                                                                   REFUSE
                                                                                                                                                                                                                                                                                                                                                                                 STAFF CAR PARKS




                                                                                                                                                                                                                                                                                                                                               REFUSE
                                                                                                  12
                                                                                                                                                                                                                                                                                                                                                                                            54m2

                                                                                                                                                                                                                                               229 m2                     300 m2
                                                                                                                                                                                                                                       CANAPES TERRACE         WEDDING MARQUEE
                                                                                                                                                                                                         92.0                             92.050                  RL 92.100                                                                                       40FT STORAGE CONTAINER
                                                                                                                                                                                    02
                                                                                                                                                                                H
                                                                                                                                                                        G    OAC
                                                                                                                                                                      IN    C                                                                                                                                                                           GEN
                                                                                                                                                                    RK
                                                                      55                                                                                         PA
                                                                                                                                                           ACH
                                                                                                                                                         CO                                                 91.5                                        UP                                  UP

                                                                                                                                                                                                                                                                                          287 m2

                                                                                                                                                                                                                                                                               COCKTAILS TERRACE
                                                                                                                                                       01
                                                                                                                                                   H                                                                                                                               RL 91.200
                                                                                                                                                OAC
                                                                           01
                                                                                                                                               C                                                         91.0                   RL 91.200



                                                                                                                                                                                                                  90.5


                                                                                                                                                                                                                                        90.0




                                                                                                                                                                                                                         89.5



                                                                                                                                                                                                                                                                           JETTY
                                                                                                                                                                                                                                                                            RL 89.550




                                                                                                                                                                                                                                                                       EXISTING DAM




                01                                               SITE PLAN WEDDING VENUE
                                                                                     1:200




       PROPOSED WEDDING VENUE,                                                                                                                                                                     LOUIS BAZZO PTY LTD                                       DEVELOPMENT APPROVAL                         north
                                                                                                                                                                                                                                                             scale :    1:200 @A1     1:400@A3
                                                                                                                                                                                                                                                             issue : 04             date : 24-06-24

       658 LOUIS BAZZO DRIVE, RINGTAIL CREEK                                                                                                                                                       SITE PLAN - WEDDING VENUE                                 5785-DA03
                                                                                                                                                                                                                                                                                                                   A R CHIT E CT UR E | L A NDS CA P E | INT E R IOR | P ROJECT MA NA G E ME NT


5785 27 Louis Bazzo Polo Weddings.pln Tuesday, 25 June 2024 2:40 pm                                                                                                                                                                                                                                                  The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
GSPublisherVersion 1550.0.64.0
Log in to download the original file

8. Appendix D - Traffic Engineering Report.pdf · 8.1 MB (large file)

The download may take up to a minute.

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”.