Skip to the record
The gold standard in government transparency.

Council archive · source document

Attachment 1 - Civil Drawings - OPW20-0092 · OPW20/0092

of 17

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

Check the original when the exact wording matters.

Original PDF page 8, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                    Ex Bdy


                                                                                                                                                                                                                                                                                                                                                                     150mm
                                                                                                                                                                                                                                                                                                                                                                     30mm
                                                                                                                                                                                                                                                                                                                                                                     50mm
                                                                                                                                                                                                                                                                                                                                                                                        2.5%    -2.5%
                                                                                                                                                                                                                                                                                                                                                                               1 in 4




                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                                                                                                                                            Datum RL.8.0




                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                             1.37
                               JOIN NEATLY TO EXISTING
                                                                                                                                                                                                                                                                                                                                                              1.79
                                                                                                                                                                                                                                                                                                                                                                                                  CH. 25.000
                                                                                                                                                                                                                                                                                                                                                                    2.72




                                                                                                                                                                                                                                                                                                                                                    Ex Bdy
                                                                                                                                                                                      NATURAL SURFACE




                                                                                                                                                                                                                                                                                                                                                                     150mm
                                                                                                                                                                                                                                                                                                                                                                     30mm
                                                                                                                                                                                                                                                                                                                                                                     50mm
                                                                                                                                                                                                                                                                                                                                                                                               0.50
                                                                        CH.2.033 RL.10.437




                                                                                                                                                                                                                                                                                                                                                                           1 in 4
                                                                                                     IP CH.7.033 RL.10.213




                                                                                                                                                                                                                                                                                                                                                                                        2.5%    -2.5%
                                                                                                                                                                                                                       JOIN NEATLY TO EXISTING
                                                                                                                                      CH.12.033 RL.10.016




                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                           T
                                                                                                                                                             IP CH.13.954 RL.9.940




                                                                                                                                                                                                                                                                                                                                                                           T
                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                            Datum RL.8.0
                                                                                                                                                                                                                                                                                                                                                             1.44
                                                                                                                                                                                                                                                                                                                                                              1.87
                                                                                                                                                                                                                                                                                                                                                                    2.70
                                                                                                                                                                                                                                                                                                                                                                                                  CH. 20.000
                                                                                                                                                                                                                     DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                                    Ex Bdy
                                                                                                                                                                                                                     LIP OF KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                     150mm
                                                                                                                                                                                                                                                                                                                                                                     30mm
                                                                                                                                                                                                                                                                                                                                                                                    -2.5%       -2.5%




                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                            Datum RL.8.0
                                                                                                                                                                                                                                                                                                                                                             1.41
                                                                                                                                                                                                                                                                                                                                                              1.93
                                                                                                                                                                                                                                                                                                                                                                2.69
                                                                                                                                                                                                                                                                                                                                                                                                  CH. 15.000




                                                                                                                                                                                                                                                                                                                                                    Ex Bdy


                                                                                                                                                                                                                                                                                                                                                                     150mm
                                                                                                                                                                                                                                                                                                                                                                     30mm
                                                                                                                                                                                                                                                                                                                           4.5%                                                  1.50
                       Horiz Curve Data
                                                                                                                                                                                                                                                                                                                                             7.2%
                                                                                                                                                                                                                                                                                                                                                              1 in 6
                                                                                                                                                                                                                                                                                                                                                                                 -2.5%          -2.5%
                       Vertical Geometry Grade (%)                      -4.49%                                                   -3.94%                                                        -4.16%




                                                                                                                                                                                                                                                                                                                                                                     W
                                                                        7.083m                                                   6.922m                                                       12.434m




                                                                                                                                                                                                                                                                                                                                                                     T
                       Vertical Grade Length (m)                                                                                                                                                                                                                                                            Datum RL.9.0




                                                                                                                                                                                                                                                                                                                                                                                 S
                       Vertical Curve Length (m)                                                   10m VC
                                                                                                                                                                                                                                                                                                                                                             1.44
                       Vertical Curve Radius (m)                                                   1833m
                                                                                                                                                                                                                                                                                                                                                              1.92                                CH. 10.000
                       DATUM R.L.6.000
                                                                                                                                                                                                                                                                                                                                                                2.67
                       NATURAL SURFACE
                                                               10.528
                                                               10.469
                                                               10.437



                                                                                                    10.270




                                                                                                                                     10.065
                                                                                                                                                            9.988




                                                                                                                                                                                     9.753




                                                                                                                                                                                                            9.515




                       LEVELS




                                                                                                                                                                                                                                                                                                                                                    Ex Bdy
                                                               -0.000



                                                                                                    -0.050




                                                                                                                                     -0.050
                                                                                                                                                            -0.048




                                                                                                                                                                                     -0.064
                                                               0.001
                                                               0.000




                       CUT / FILL DEPTH                                                                                                                                                                                                                                                                                                                                                                         REFER PAVEMENT JOINT




                                                                                                                                                                                                                                                                                                                                                                      150mm
                                                                                                                                                                                                                                                                                                                                                                      30mm
                                                                                                                                                                                                                                                                                                                                                                                                                DETAIL ON SHEET C06
                                                                                                                                                                                                                                                                                                                                                                                    -2.5% -2.5%
                       KERB LIP LEVELS
                                                               10.529
                                                               10.470
                                                               10.437



                                                                                                    10.220




                                                                                                                                     10.016
                                                                                                                                                            9.940




                                                                                                                                                                                     9.688




                                                                                                                                                                                                                                                                                                                                                                      W
                                                                                                                                                                                                                                                                                                                                                                      T
                       LHS                                                                                                                                                                                                                                                                                  Datum RL.9.0




                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                             1.57
                                                                                                                                     12.033
                                                                                                                                                            13.954




                                                                                                                                                                                     20.000




                                                                                                                                                                                                            26.392




                       CHAINAGE
                                                               0.000
                                                               1.314
                                                               2.033



                                                                                                    7.033




                                                                                                                                                                                                                                                                                                                                                               2.08                                   CH. 5.000                                                                         0            4            8        12m
                                                                                                                                                                                                                                                                                                                                                                2.66                                                                                                   HORIZ:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Scale 1:200 @A1
                                                     LONGITUDINAL SECTION - AVOCET PARADE                                                                                                                                                                                                                                                                                                                                                                                                        Scale 1:400 @A3
                                                                                             SCALE 1 : 200 Horiz.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0           0.4           0.8      1.2m
                                                                                                 1 : 20 Vert.                                                                                                                                                                                                                                                                                                                                                          VERT:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Scale 1:20 @A1


     COPYRIGHT ©                                                                                                                     Associated Consultants                                             Client                                                                                            Drawn            Verified   Project                                                                                          Drawing Title                                                      Scale                   Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                                                M.K.P.           B.D.
copyright in accordance with the                                                                                                     SKYLINE SURVEYORS                                                  RG STRATEGIC                                                                                      Designed         Verified
                                                                                                                                                                                                                                                                                                                                      38 AVOCET PARADE                                                                                 LONGITUDINAL AND                                                   AS SHOWN A1
agreement between Tod                                                                                                                SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be                                                                                                   BRIGHTWATER CORPORATE                                                                                                                                                M.K.P.           B.D.       PEREGIAN BEACH                                                                                   CROSS SECTIONS                                                     Drawing Number
used for this specific project.                                                                                                      CENTRE                                                                                                                                                               Approved
                                                                                                                                                                                                                                                                                                          B. DOWNES
                                                                                                                                                                                                                                                                                                                           RPEQ No
                                                                                                                                                                                                                                                                                                                           14873
                                                                                                                                                                                                                                                                                                                                      RDP:                                                                 PARISH:
                                                                                                                                                                                                                                                                                                                                                                                                           COUNTY:
                                                                                                                                                                                                                                                                                                                                                                                                                                       AVOCET PARADE                                                      20538 - C07
                                                                                                                                                                                                                                                                   Noosa: 07 5449 9600
This drawing shall not be used        B   22.05.20 ISSUED FOR OPW APPROVAL                                                    M.K.P. 69 ATTENUATA DRIVE                                                                                            Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                      LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                           PSM: 44279                             0      10     20    30     40    50       60            Sheet                    Revision
for construction until marked as                                                                                                                                                                                                                                                                          Signed           Date       MCU APPROVAL:
                                      A   21.05.20 ISSUED FOR CLIENT COMMENT                                                  M.K.P. MOUNTAIN CREEK, QLD 4557                                                                                               PO Box 61, Noosaville, QLD 4566                                                                                                                VERT DATUM: AHD
'issued for construction' in the
revision description.                Rev Date Revision Description                                                           Drawn PH. 07 5493 4877
                                                                                                                                                                                                                                                 [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                   ABN 39 128 805 336                                      22.05.20
                                                                                                                                                                                                                                                                                                                                      ROL APPROVAL: 51901.4274.02
                                                                                                                                                                                                                                                                                                                                      OPW APPROVAL: TBC                                                                                                MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7 of 11                     B

Used in these records

About this file

File size
4.9 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Attachment 1 - Civil Drawings - OPW20-0092.pdf · 4.9 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”.