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

Council archive · source document

Attachment C - Engineering Technical Note · 132008.1128.02

Attached to the e-mail Change to DA (Engineering Technical Note) - 132008.1128.02.

of 43

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

Check the original when the exact wording matters.

Very large file (11.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.

Original PDF page 38, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                           28
                                                                                                                                                                                                                                                                      .00

                                                              4                                                                                                                                                                                                                    .00
                                                                                                                                                                                                                                                                                      29
                                                           RP810721




                                                                                                                                                                                                                            27
                                                                                                                                                                                                                              .00
                                                                                                                                          7




                                                                                                                                                                                         26
                                                                                                                                                                                            .00
                                                                                                                                     RP890947




                                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                             .00
                                                                                                                                                                                                                                        RP901384




                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                                                                                                                                              RP901384

                                                                                                                                                                                                                                   AGED
                                                                                                                                                                                                                                   CARE




                                                                                                                                                                                                                                                                   31.
                                                                                                                                                                                                                                  FACILITY




                                                                                                                                                                                                                                                                       00




                                                                                                                                                                                                                                                                                                                                                                        GRASSTREE COURT
                                                                                                                                                                                      29.00
                                                                                                                     26.00
                                                                               24.00




                                                                                                                                                                                                                                                                                             32.00
                                                                          5
                                                                      RP890947




                                                                                                                                                                                                                30.00
                                                                                                                                                        28.0
                                           21.0




                                                                                                                                                         0
                                            0




                                                                                                                                                                                                                                                  31
                                                                                                                                                                                                                                                     .00
                                                             22




                                                                                                                                                                                                                                                                                           RT
                                                                                                                                                                                                                                                                         REE COU
                                                                               23.
                                                               .00




                                                                                                                                                                                                                                                     GRASST                                                                32.00
                                                                                00




                                                                                                                                              27
                                     20




                                                                                                                                                                                                                                                                                                                                                                                                                        32.00
                                                                                                                                                .00
                                     .00




                                                                                         CONNECTION TO MANHOLE
                                                                                                           25.
                                                                                                             0 0




                                                                                         ID: 2666264
                                                                                                                                   26
                                                                                                                                     .00




                                                                                                                                                                                                                                                                                     .00
                                                                                                                                                                                                                                                                                    31
                                                                                                                                                                                                       CONNECTION TO MANHOLE
                                                                                                                                                                                                       ID: 2666261




                                                                                                                                                                                                                                                              30.00
                                                                                                                                                               27.00
                                                                                                                   24.00




                                                                                                                                                                                                                COMMUNITY
                                                                                                                                                                       27                                        FACILITY
                                                                                                                                                                                               30




                                                                                                                                                                         .00
                                                                                                                                                                                              .00




                                                                                                21.0
                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND:
                                                                                                                                                                                                                                                                                                                   31.00

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SITE BOUNDARY
                EXISTING SEWERAGE PUMP




                                                                                                                                                                                                                                                                                                                                                                                    .00
                                                                          00




                                                                                                                                                                                                                                                                                                                                                                                  32
                STATION                                               19.                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOT BOUNDARY
                ID: SPS-SSB019
                                                   147
                                                  NPW889                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING CADASTRE
                                                                                                                                                                                                                                  30                                                                                                                                                                                            BE




                                                                                                                                                                                                                                                                                                                                       31.00
                                                                                                                                                                                                                                       .00
                                                                                                                                                                                                                                                                                                                           RETIREMENT                                                               770                           N
                                                                                                                                                                                                                                                                                                                                                                                                                                      LE
                                                                                                                                                                                                                                                                                                                                                                                                                                        XC                                                     21.00                      PROPOSED DESIGN LEVEL CONTOURS (1m)
                                                                       00




                                                                                                                                                                                                                                                                                                                                                                                                  MCH805764
                                                                                                                                                                                                                                                                                                                            LIVING SITE
                                                                         18.




                                                                                                                                                                                                                                                                                                                                                                                                                                           EN
                                                                                                                                                                                                                                                                                                                                                                                                                                                DR
                                                                                                            20.




                                                                                                                             23.00                                                                                                                                                                                                                                                                                                                IV                                                                      PROPOSED ROAD DIVERSION
                                                                                                                                                                       25.
                                                                                                                00




                                                                                                   00                                                                                                                                                                                                                                                                                                                                                E
                                                                                                18.
                                                                                                                                                                           00




                                                                                                                                                                                                                                                                                                                                                                                                              769




                                                                                                                                                                                                                                                                                                                                               32.00
                                                                                                                                                                                                                                                                                                                                                                                                          MCH805764                                                                                                       EXISTING DN150 SEWER GRAVITY MAIN
                                                                                                                                                                                24.




                                                                                                                                                                                                                        29.
                                                                                                                                                                                  00




                                                                                                                                                                                                                            00
                                                                                                                                22.




                                                                                                                                                                                                   27                                                                                                                                                                                                                                                                                                                     EXISTING DN225 SEWER GRAVITY MAIN
                                                                                                                                     00




                                                                                                                                                                                                      .00
                                                                                       18.




                                                                                                                                                                                                                                       28.0
                                                                                                                                                                                                                                             0
                                                                                           00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING DN150 SEWER RISING MAIN
                                                                                                                                                                                                                                                                                                         30.0
                                                                          17




                                                                                                                                                                                                                                                                                                          0
                                                                            .00




                                                                                                                                                                                                                                                                                                                                                                         32
                                                                                                                                                                                                                25.0




                                                                                                                                                                                                                                                                                                                                                                                .00
                                                                                                                                                                                                                        0                                                                                                                                                                                                                                                                                                PROPOSED DN150 SEWER GRAVITY MAIN
                                                                                                                                                                                         24.0
                                                                                                                                                                                                                                                                                                                                                                                                               766
                                                                                                                                                                                             0
                                                                                                                                                                                                                                                           27.0
                                                                                                                                   19.
                                                                                                                                                                                                                                                               0                                                                                                                                            MCH805764                                                                                                    EXISTING MAINTENANCE HOLE
                                                                                                                                      00

                                                                                                                                                                                                                                                                  5.00 2
                                                                                                                                                                                                                                                                                                                                                                                                            765
                                                                                                                                                                                                     24.0                                                                                                                                                                                               MCH805764
                                                                                                                                                                                                            0
                                                                                                                                                      20.




                                                                                                                                                                                22.0
                                                                                                                                                                                     0
                                                                                                                                                        00




                                                                                                                                                                                                                                                                                                 28.00          29.00        30.00                     31.00                              33.00               764
                                                                                                                                                                                                                                                                   26.
                                                                                                                                                                                                                                                                      00




                                                                                                                                                                                                                                                                                                                                                                                                          MCH805764
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOTES
                                                                                                                                                                                                                                                                                           27.
                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                         23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.        INFRASTRUCTURE SHOWN IS INDICATIVE ONLY AND IS SUBJECT
                                                                                                                                                                                                                            .00
                                                                                                                                                                                         21.
                                                                                                                                                                                              00




                                                                                                                                                                                                                                                                                                                                                                                                      763                                                                                  TO DETAIL DESIGN.
                                                                                                                                                                                                                                                                                                                                                                                                   MCH805764                                                                      2.       THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VERSION OF CALIBRE REPORT No. 18-001942WER.01.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.        INTERNAL PRIVATE SERVICES TO BE CERTIFIED BY BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HYDRAULIC ENGINEER.

                                                                                                                                               DRAWN            STATUS                                                                                                          SCALE                                                                          CLIENT                                                                                    PROJECT                                                       DRAWING TITLE
REVISION    DATE   ISSUE DETAILS                                                                           DRAWN             DESIGN
   A
   B
           22.11.18 ORIGINAL ISSUE                                                                           DMP              DH                                                                                                                                                                                                                                             BLUE CARE                                                                                  SUNSHINE BEACH                                             PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETIREMENT VILLAGE                                         SEWER NETWORK
   C                                                                                                                                                                                          PRELIMINARY
   D                                                                                                                                           DESIGN
   E
                                                                                                                                                                                  NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT No.            DRAWING No.   REVISION
   F                                                                                                                                                                                                                                                                                                                                                                                                                                                     DISCLAIMER
   G
                                                                                                                                                                                                                                                                                                                                                                                                                        C       calibregroup.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       18-001942                    202       A
   H

Used in these records

About this file

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

No other editions are linked here.

Original file

Log in to download the original file

Attachment C - Engineering Technical Note.pdf · 11.5 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”.