Skip to the record
Accept no substitutions.

Original source · versioned page text

Attachment 2 - Civil Design Drawings

Attached to the e-mail Operational Works Application OPW18/0293.

of 8

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

                                                                                                                                                                                                                                           5.400                  5.800                                 5.400                             5.400                        5.800                           5.400
                                                                                                                                                                                                                                        PARKING BAY               AISLE                              PARKING BAY                       PARKING BAY                     AISLE                        PARKING BAY




                                                                                                                                                                                                                                                                                                                                       FALL VARIES




                                                                                                                                                                                                                                                                                                                                                                                 EXISTING SURFACE                                     PROPOSED BIO BASIN REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET C107 FOR DETAILS




                                                                                                                                                                                                                                                                                                                  SECTION               A
                                                                                                                                                                                                                                                                                                                  1:10 @ A1 | 1:20 @ A3 S103




                                                                                                                                                                                             5.800                                                                                                                                   2.500 x 17 = 42.500
                                                                                                                                                                                             AISLE                                                                                                                                     PARKING BAYS                                                                                                                1.000     2.000



                                                                                                                                                PROPOSED 1100mm HIGH
                                                                                                                                                TUBULAR STEEL FENCE
                                                                                                                                                AS TYPE 2 AS PER
                                                                                                                                                IPWEAQ STD DRG GS-044
                                                                                                                                                                                                                                                                                                                                       FALL VARIES
                                                                                                                                                                                     FALL

                                                                                                                                                PROPOSED BLOCKWORK
                                                                                                                                                RETAINING WALL



                                                                                                                                                PROPOSED 600mm WIDE                                                                                                                                                                                                                                                                                                                PROPOSED 2.0m WIDE
                                                                                                                                                CONCRETE INVERT IN                                                              EXISTING SURFACE                                                                                                                                                                                                                                   CONCRETE FOOTPATH IN
                                                                                                                                                ACCORDANCE WITH IPWEAQ                                                                                                                                                                                                                                                                                                             ACCORDANCE WITH
                                                                                                                                                STD DRG RS-080                                                                                                                                                                                                                                                                                                                     IPWEAQ STD DRG RS-065




                                                                                                                                                                                                                                                                                                                  SECTION               B
                                                                                                                                                                                                                                                                                                                  1:10 @ A1 | 1:20 @ A3 S103




                                                                                                                                                                                                                                2.000                                                                                                                                                                                        2.000
                                                                                                                                                                                                                              CONCRETE                                                                                                                                                                                     CONCRETE
                                                                                                                                                                                                     1.900 NOM                FOOTPATH                2.600 NOM                                                                                                                                             1.000          FOOTPATH                   3.500 RAMP



                                                                                                                                                                                                    5                                                                                                                                                                      FALL
                                                                                                                                                                                                                           28




                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                FALL                              27




                                                                                                                                                                                                                                                                                                                                                                                                          82
                                                                                                                                                                                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                                  8




                                                                                                                                                                                                7.                        2
                                                                                                                                                                                                                                                                                                                                                                                                                        65
                                                                                                                                                                                                                                              17




                                                                                                                                                                                                                       7.




                                                                                                                                                                                                                                                                                                                                                                                                                                              07
                                                                                                                                                                                                                                                                                                                                                                                                         6.
                                                                                                                                                                                                                                                                                                                                                                                                                      6.
                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                             7.




                                                                                                                                                                                                                                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                    00




                                                                                                                                                                                                                                                                                                                                                                                                                                            6.
                                                                                                                                                                                                         2.5%                    2.5%                                                                                                                                                                     16.67%
                                                                                                                                                                                                                                                                   7.




                                                                                                                                                                                                                                                         8.4%                                                                                                                                                                  2.5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                    16.67%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.
                                                                                                                                                                         EXISTING SURFACE                                                                                                                                                                  EXISTING SURFACE                                                                                                                TIE PROPOSED CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RAMP SMOOTHLY TO EXISTING
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg




                                                                                                                                                                                                           SECTION                 C                                                                                                                                                                     SECTION                 D
                                                                                                                                                                                                           1:50 @ A1 | 1:100 @ A3S103                                                                                                                                                                    1:50 @ A1 | 1:100 @ A3S103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER DRAWING NO 17548-C102 FOR PROJECT NOTES

                                                                                           COPYRIGHT ©                                                                          Associated Consultants                 Client                                                                                                        Drawn                 Verified               Project                                                          Drawing Title                                                        Scale            Sheet Size
                                                                                      This drawing is subject to                                                                                                                                                                                                                     NV                    BD
                                                                                      copyright in accordance with the                                                                                                N.C. OLIVER                                                                                                    Designed              Verified
                                                                                                                                                                                                                                                                                                                                                                                  GOODCHAP STREET, NOOSAVILLE                                      SECTIONS                                                             AS SHOWN A1
                                                                                      agreement between Tod
                                                                                      Consulting pty ltd (tc) and tc's
                                                                                      client. This drawing shall only be
                                                                                                                                                                                                                                                                                                                                     NV                    BD                     PROPOSED CARPARK                                                                                                                      Drawing Number
                                                                                                                                                                                                                                                                                                                                     Approved              RPEQ No
                                                                                      used for this specific project.
                                                                                                                                                                                                                                                                                                                                     B. DOWNES             14873                  RDP                                                                                                                                       17548-C106
                                                                                      This drawing shall not be used
                                                                                                                                                                                                                                                                                             Noosa: 07 5449 9600                                                                  LOCAL AUTHORITY
                                                                                                                                                                                                                                                                             Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                                                     Signed                                       MCU APPROVAL                        HORIZ DATUM                                     0      10      20    30      40   50      60      Sheet             Revision
                                                                                      for construction until marked as                                                                                                                                                                PO Box 61, Noosaville, QLD 4566
                                                                                                                            A   24.10.18 ISSUED FOR APPROVAL             NV                                                                                                                                                                                                       ROL APPROVAL                        VERT DATUM
                                                                                      'issued for construction' in the
                                                                                      revision description.                Rev Date Revision Description                Drawn
                                                                                                                                                                                                                                                                           [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                             ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                      24.10.18    OPW APPROVAL                        RL DATUM                                             MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6 of 8       A
Log in to download the original file

Attachment 2 - Civil Design Drawings.pdf · 2.5 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”.