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

Council archive · source document

Civil Engineering plans · OPW25/0042

of 34

Check the original when the exact wording matters.

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

Very large file (26.1 MB): may take a few minutes to open.

Log in to see the plans as drawn

Original PDF page 12, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                        SUITES
                                                                                                                                                                                                                                        ABOVE
                                                                                                                                                                                                                                        FFL22.25




                                                                                                                                                                                                                                               4.5m WIDE SHARED
                                                                                                                                                                                                                                                  VOLUMETRIC
                                                                                                                                                                                                                                                  SEWER & STW
                                                                                                                                                                                                 SUITES                                            EASEMENT                                                      PROPOSED
                                                                                                                                                                                                 FFL19.0                                                                                                         FOOTBRIDGE
                                                                                                                                                                                                                                  1.5m                                             1.5m          1.5m            RL18.90
                                                                                                                                                                                                                                                                                                                                                                                                                 SUITES
                                                                                                                                                                                                                                                                                                                                                                                                                 FFL18.0
                                                                                                                                                                                                                                                                                   GRASSED OVERLAND
                                                                                                                                                                                                                                                                                      FLOW PATH




                                                                                                                                                 PROPOSED
                                                                                                                                                 RETAINING WALL TO                                                                IL16.20
                                                                                                                                                 STRUCTURAL                                                                                                                                                                PROPOSED BATTER




                                                                                                                                                                                                                                                     VERTICLE CLEARANCE 2.4m MIN
                                                                                                                                                 ENGINEERS DETAILS                                                                                                                                                         1 IN 4 MAX
                                                                                                                                                                                                                                                                                                                           STABILISED WITH JUTE MAT
                                                                                                                                                                                                                                                                                                                           & PLANTING TO LANDSCAPE
                                                                                                                                                                                                                                                                                                                           ARCH SPEC.
                                                                                                                                                                               Ø150 SEWER MAIN
                                                                                                                                                                                                                                                                                                              Ø600 STW PIPE
                                                                                                                                                                               IL14.96
                                                                                                                                                                                                                                                                                                              IL14.96



                                                                                                                                                                                                                                                                                                                                                             PROPOSED
                                                                                                                                                                                                                                                                                                                                                             BASEMENT
                                                                                                                                                                                                                                                                                                                                                             FFL12.0
                                                                                                                                                                                                                                           SECTION                                             D4
                                                                                                                                                                                                                                             SCALE 1:100 A1                                    D01




                                                                                                                                                                                                                                                                                             4m MIN
                                                                                                                                                                                                             3m SEWER                                                                     STORMWATER
                                                                                                                                                                                                             EASEMENT                                                                      EASEMENT
                                                                                                           EXISTING SURFACE


                                                                                                                                   PROPOSED BATTER                                                                                                                                   GRASSED OVERLAND
                                                                                                                                   1 IN 4 MAX                                                                                                                                            FLOWPATH
                                                                                                                                   STABILISED WITH JUTE MAT
                                                                                                                                   & PLANTING TO LANDSCAPE                                                                                        IL15.00
                                                                                                                                   ARCH SPEC.                                                                                                                                                                                    PROPOSED BATTER
                                                                                                                                                                                                                                                                                                                                 1 IN 4 MAX                                       ACCESS RAMP
                                                                                                                                                                                                                                                                                                                                 STABILISED WITH JUTE MAT                         HEIGHT VARIES
                                                                                                                                                                                                                                                                                                                                 & PLANTING TO LANDSCAPE                          RL14.0 TO RL11.75
                                                                                                                                                                                                                                                                                                                                 ARCH SPEC.
                                                                                                                                                          Ø150 SEWER MAIN                                                                                                                                                                PROPOSED
                                                                                                                                                          IL12.98                                                                                                                                          Ø600 STW PIPE                 RETAINING WALL TO
                                                                                                                                                                                                                                                                                                           IL12.99                       STRUCTURAL
                                                                                                                                                                                                                                                                                                                                         ENGINEERS DETAILS


                                                                                                                                                                                                                                                                                          SECTION              D5
                                                                                                                                                                                                                                                                                          SCALE 1:100 A1       D01

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                                      PROJECT:                                                                    DRAWING TITLE:
                                                                                                                                                                                                                                            Brah 101 pty ltd t/a Alta Projects
                                                                                                                Drawn: PBL
                                                                                                                                                                                                                                            A.B.N. 91 611 354 511                                                                                                                           DRAINAGE CROSS SECTIONS - SHEET 3
                                                                               FOR APPROVAL                      Date: AUG 2022                                                                                                             26 Memorial Avenue, Cotton Tree                                     PROPOSED HOTEL
                                                                                    NOT FOR CONSTRUCTION                                                                                                                                    PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                              Revision    Sheet
                                                                                                              Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607                               at 3-7 SERENITY CLOSE, NOOSA HEADS                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                             A6769-24-D05       A      5 of
                                                                                   STEVEN HARRISON
                                                                                                                                                                                                                                            Email: [email protected]
  A    27/02/2025   ISSUE FOR APPROVAL                           PL     S.H.
                                                                               .......................
                                                                                   DIRECTOR APPROVAL               Datum AHD
                                                                                                                                                                                                                                            Web: http://www.alta.net.au                                         for CALILE MALOUF INVESTMENTS
 REV    DATE                             DESCRIPTION             BY    CHKD        RPEQ - 4784                      A1 SHEET SIZE             FILENAME : a6769-24-D03-D06 DRAINAGE SECTIONS.dwg - DATE : 28/2/25 - 11:35am - XREF's: H-Approved-SH; H-Checked-SH                                                                                                   Council Ref:

Used in these records

About this file

File size
26.1 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Civil Engineering plans.pdf · 26.1 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

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”.