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

Original source · versioned page text

Hydraulic Assessment 29 August 2024

Attached to the e-mail Operational Works Application OPW25/0049 - Cover Letter, DA Form 1, Hydraulic Assessment 29 August 2024 - 38 Barina Ct_ Pomona - Email 1 of 2.

of 31

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

Page text read automatically using OCR, there may be inaccuracies

                                                                                                                                                   118




                                                                                                                                                                                         116




                                                                                                                                                                                                                                                    111
                                                                                                                                                                                               115
                                                                                                                                                                                         7
                                                                                                                                                                                       11




                                                                                                                                    117




                                                                                                                                                                                                            114
                                                                                                                                           119




                                                                                                                                                                                                                                                                          110
                                                                                                                                                                                                                       113


                                                                                                                                                                                                                                         112
                                                                                                                                                   116
                                                                                                                   6
                                                                                                                 11




                                                                                                                                                                                                                                                                                                109
                                                                                      115
                                                                         114




                                                                                                                                                                                                                       1
                                                                                                                                                                                                                  11
                                                         113




                                                                                                                                                                                                                         10
 Notes.
                                                                                                                                                                                                                       1
                                     112




                                                                                                                                                                                                                                                            8
 1. Boundaries are compiled from DCDB and have not been surveyed in the preparation




                                                                                                                                                                                                                                                       10
    of this plan. Areas and dimensions may therefore vary on survey.
    IF IT IS PROPOSED TO CONSTRUCT NEW FENCES, RETAINING WALLS OR OTHER


                                                                                                                                                                                                               109
    STRUCTURES ON OR CLOSE TO BOUNDARIES THEN ADDITIONAL INSTRUCTIONS
    AND A BOUNDARY SURVEY WILL BE REQUIRED.
 2. AHD has been derived by survey from OPM171971 (RL 102.289).
 3. Major contour interval is 5.0m. Minor contour interval is 1.0m.
    Contours and levels shown on this plan are EXISTING SURFACE LEVELS. This survey
    DOES NOT include an interpretation of NATURAL GROUND LEVEL*. IF NGL IS
    NECESSARY ADDITIONAL INSTRUCTIONS WILL BE REQUIRED AND AN ADDITIONAL
    SURVEY MAY BE REQUIRED.
  4. Detail survey was completed on 07/11/2022.
                                                                                                                                                                                             108
 * Natural or Lawful Ground Level is the ground level as defined by the relevant
   planning scheme and is used for setting maximum heights of structures.

                                                                                                                                                                                                   Surveyed:         ARK                                                    103 Wrigley St (Cnr Sugar Rd)
Client:          Mark KUSSROW                                              Horizontal Datum:MGA 2020 Z56 vide DCDB          Drawing Number:                  219101-02-02                                                                                                   PO Box 5774
                                                                           Vertical Datum:   AHD (See Note 2 for details)                                    Sheet no 6 of 6 sheets.               Drawn:            JPG                                                    MAROOCHYDORE BC QLD 4558
Drawing Title:   Contour & Detail Survey                                                                                                                                                                           5/09/2022                                                (P) 07 5479 5311
                                                                           Co-Consultants:                                  Rev     Date       Description                                         Date:
                                                                                                                                                                                                                                                                            (E) [email protected]
Site Address:   38 Barina Ct, Pomona                                                                                                                                                               Scale:            1: 300 at A3                                           (W) www.cadcon.com.au
                                                                                                                            __    __/__/____   ____________________________
                                                                                                                                                                                                                                    15
Lot on Plan Description: Lot 3 on RP226620                                                                                                                                                         0                                           ACN 098 201 828 Part of CadCon International Pty Ltd
Log in to download the original file

Hydraulic Assessment 29 August 2024.pdf · 6.8 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”.