Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings

of 16

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

Very large file: it may take a few minutes

The original of this document is very large (12.9 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Text sections have not been matched to the original PDF pages. Use the original document to check page numbers.

00mm NOM
                                             BREAK OUT CRACKED                                                                                                                                               VEE OUT CRACKS                                                           INDJCATIVE ONLY       BREAK OUT CRACKED
                                             CONCRETE AT END                                                                                                                                                 TO 50x50 MINIMUM                                                                  |            CONCRETE AT END

                                                                                                                                       (CRACKS INDICATIVE ONLY)

                                              /

                                                                                                                                                                                                           — CLEAN OFF
                                                                                                                                                                                                             BARNACLES AND
                                                                  NARNIA SNS EEE EE                                                                                   EEE       EEN EEE                                             L~_]                1 “\I_ “|

                                                                                                                                      CONSTRUCTION SEQUENCE 2 - STEP A - ELEVATION
                                   Zn                                                                                                 (PIERS 2 & 6)                                                                                           ~~                                                Zn
                                   oct                                                                                                                                                                                                                                                          Oot
                                   ano                                                                                                                                                                                                                                                          ano
                                   ZZ                                                                                                                                                                                                                                                           za
                                   ow                                                                                                   0         T,                                                                                                                                            fiw
                                   bw                                                                                                  1:27 UNREDUCED Af At                                                                             Ww                                                      bw
                                   xa                                                                                                                                                                                                                                                           xs
                                   ua                                                                                                                                                                                                                                                           Ug
                                   Or                                                                                                                                                                                                                                                           Or
                                   ae                                                                                                                                                                                             Ke                                                            aE
                                   Oo2                                                                                                                                                                                                                                                          o2
                                   wo”                                                                                                                                                                                                                                                          wa
                                   or                                                                                                                                                                                      s                                                                    ar
                                    150                                                                                                                                                                                                                                                         150
                                                               2310                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                              |

                                       r 5/N20 "L" BARS EACH SIDE WITH 900                                                                                                                                          os
                                         LAP ACROSS END. 100mm WELDED
                                                                                                                                                                                                                                           COLUMN
                                         LAP TO EXISTING BARS.
                                               CHECK PILE CAP REINFORCEMENT                                                                                                                               ©
                                               FOR ELECTRICAL CONTINUITY, AND
                                               CORRECT WHERE NECESSARY.
                                                                                                                                                                                                             BLAST CLEAN                                                                                    AS PER OPPOSITE
                                                                                                                                                                                                             CRACKS                                                                                         END

          5/N20

                                                                                                   w                                                                                                                                               \

                                                                                                                                                                                                                                                                                            K/|

          900 LAP ACROSS                                                                                                                                                                                                                                                                \                      INSTALL REFERENCE ELECTRODES x 6
          ENDS (TYPICAL)                                                                                                                                                                                                                                                                                       MINIMUM TO EACH PILE CAP. EACH LOCATION
                                                                                                                                                                                                                                                                                                               TO BE MARKED WITH A SPECIFIC REFERENCE
                                                                                          [NNN NEN                     ON ONIN EN ENE EN ONENESS WAL A_ALALALAL_AL_AL_ RE"                                                                                                                |                    NUMBER (EG. 1A FOR PIER 1, ELECTRODE A.)
                                                                  (SION

                                                             5/ N20 BARS TOP AND BOTTOM TO HAVE 100mm
                                                             WELDED LAP TO EXISTING TOP BARS AND EPOXY
                                                             200mm EMBEDMENT ADJACENT TO BOTTOM BARS.

    NOTES:                                                                                                                            CONSTRUCTION SEQUENCE 2 - STEP B - ELEVATION
    1    PLEASE PRINT IN COLOUR.                                                                                                      (PIERS 2 & 6)
    2    REFER TO DRAWINGS NO01 - N004 FOR PROJECT SPECIFIC NOTES.
                                                                                                                                       1:40 UNREDUCED AT A3
                                                                                                                                       1:20 UNREDUCED AT At

   COPYRIGHT ©                                                          Associated Consultants       Client                                      TOD                    =                 Drawn             Verified           Project                                                             Drawing Title
This drawing is subject to                                                                             fp] NOOSA COUNCIL                                                                  P COOKE           C DOWDING         BRIDGE REMEDIAL WORKS - REFERENCE                                   |PILE CAP REPAIR TYPE 2
copyright in accordance with the
agreement between Tod                                                                                                                                                                     Designed          Verified          DESIGN - MUNNA POINT, NOOSA                                         SHEET 1
Consulting pty Itd (tc) and tc's                                                                                                                                                          C DOWDING         MAY 2014
client. This drawing shall only be                                                                                                                 consulting engineers                   Approved          RPEQ No
used for this specific project.                                                                                                                                                                                                RDP
                      Cc  5.9.14 AMENDED AS CLOUDED              NV                                                                                          Noosa: 07 5449 9600            BOWDING         8339               LOCAL AUTHORITY NOOSA SHIRE COUNCIL
This drawing shall not be used B 02.7.14 | ISSUED FOR TENDER     PC                                                                                  Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Sigr(6é Date            MCU APPROVAL                           HORIZ DATUM                          0   10       30       50   0
for construction until marked as                                                                                                                          PO Box 61, Noosaville, QLD 4566
‘issued for constructi in the A 26.6.14 | ISSUED FOR REVIEW      Pc                                                                                 [email protected] www todconsulting.com —S     0.10.14           ROL APPROVAL                           VERT DATUM AHD                       Aid|
revision description. Rev| Date |Revision Description           Drawn                                                                                        ABN. 39 128 805 336                                               OPW APPROVAL                           RL                                     MEASUREMENT BAR - INCREMENTS IN mm
Log in to download the original file

2015-03-31 I&S Committee - Item 5 - Attachment 2 - Munna Pt Bridge Repairs Design Drawings(PDF, 12MB).pdf · 12.9 MB (very large file)

Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

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”.