Skip to the record
Accept no imitations.

Original source · versioned page text

RFI - P0478-26-001_Cooroy_Development_OPW

of 34

Original PDF page 8, section 2. The text section number identifies this passage in the reader.

0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .6
                                                                                                                                                                                                                                                                            12
                                                           /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .0
                                                                                                                                                                                                                                                                                                                                                  /
                                                                                                                                                                                                                                                                                                                             119.2
                                                                                                                                                                                                             >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ex
                                                                                                                                                       Ex




                  122.6
                                                                                                                                                           Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                                                                                                                           E




                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                 >
                                                                                                                                                             E




                                                                                                                                                                      12                                                                                                                                                                                                                                                                                                                     |S|                    >
                                                                                                                                                                                             12
                                                                                                                                                121




                                                                                                                                                                                                                                    0
                         ExW




                                                                                                                                                                        0.
                                                                                                                           12
                              PP




                                                                  12
                                                                                                          12




                                                                                                                                                                                                                                     .4
                                                                                                                                                                                              0.




                    .8                                                                                                                                                     8
                                                                                       12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                     12




                 122
                                                                                                                                                                                                  6
                                           12




                                                                    1.
                                                                                                                              1
                                    12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ADJACENT BOUNDARY
                                                                                                              1.4




                                                                                                                                                 .0




                                                                                                                                                                                                                                                                                                                                                                                              11
                                                                                          1




                                                                                                                                .2




                                                                       8
                                                                                                                                                                                                                                                                      /
                                                     2.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   |S|
                                                                                            .6
                                               2.2




                                                                                                                                                                                                                                                                                                                                                                                                 8.0
                                     2.4




                                                                                                                                                                                                                                                                                                                                                                                      118.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                     >
                                          WM




                                                                                                                                                                                                                                                                                  PROVIDE TEMPORARY STOCKPILE .                                                                                                                                                                                                                                                                                                                                               PROPOSED BOUNDARY
                                                                                                                                                                                                                                                                                  REFER C031 FOR DETAIL                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                                                                                |S|                                                                                                            H                                                                            25
                                                                                                                                                                                                                                                                                                                                                                                                                                                          >                                                                                                                                                                                                   EXISTING CONTOURS (0.1m INTERVAL)
                                                                                                                                                                                                                           >




          123.0
                                                                                        /                                                                       /                                                                /                                                                                                                                                                                               |S|
                                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING FENCE
                                                                                                                                                                                                                                                                                    |S|
                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                Ex




                                                                                                                                                                                                                                 >
                                                                                                                                                                                                  IL:1
                                                                                                                                                                                       Ex
                                                                                                                                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                 |S|         >
                                                                                                                                                                                                                                                                                                                                                                  118.8
                                                                                                                                                                                                      19.3
                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                          119.0




            .2
                                                                                                                                                                                                                                                                                                                                                                          /


        123
                                                                                                                                                                                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                  119.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                                                          119.4




       123.                                                                                                                                                                                                                                                                                                                                                                                      |S|
                                                                                                                                                                                                                                         >




           2                                                                                                                                                                                                                                                                                                                                                                                                                                 PROVIDE ROCK PAD ENERGY
                                                                                                                                                                                                                                                                                                                                  119.6




                                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                       ExS




                                                                                                                                                                                                                                                                                           |S|




                                                                                                                                                                                                                                                                                                                          119.8




                                                                                                                                                                                                                                                                                                                                                                                                                                             DISSIPATOR AT EXTERNAL                                                                                                                                                                     OE                    EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                             120.0
                            ExT




                                                                                                                                                                                                                                                                                                                                                                                                >                                            GROUND LEVEL TO DISCHARGE
                                                                                                                                                                                                                                                                                                                                                                          |S|
                                                                                                                                                                                                                                             >




                                                                                                                                                                                                                                                                                                                                                                                  >                                                          CLEAN RUN-OFF FROM SITE                                                                                                                                                                    E                     EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                              120.2




                                                                                                                                                                                                                                                                                                                                                  |S|             >                                                                                                                                                                                                                                                                     SW                    EXISTING STORMWATER
                                                                                                                                                                                                                                                 > 12




                                                                                                                                                                                                                                                                                                 |S|




                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                              Ex




                                                                                                                                                                                                                                                                                                                    |S|                                                                                                                                                                                                                                                                                                                 W                     EXSTING WATER
                                                                                                                                                                                                  Ex




                                                                                                                                                                                                                                                  0.4
                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                      >
                                                                                                                                                                                                                                 120.6
                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        S                     EXISTING SEWER
                                                                                                                                                                                                                                                                                          |S|                      >                       /
                                                                                                                                                                                                                                                    >




                                                                                                                                                                                                                                                                                      >                >                                                                                                                                                                                                                                                                                                                                T                     EXISTING TELSTRA
                                                                                                                                                                                                                                                            >          >
                                                                                                                                                                                                                     ExS




                                                                                                                                                                                                                                                                                                                                                                  PROVIDE TEMPORARY                                                                                                                                                                                                                                                                           EXISTING TREES
                            ExT




                                                                                                                                                                                                                                                                  /                                                                                               EARTH BANK - LOW FLOW.
                                                                                                                                                                                                                                                                                                                                                                  REFER 031 FOR DETAILS                                                                                                                                                                                                                                          |S|             |S|          PROPOSED SEDIMENT FENCE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >                 PROPOSED DIVERSION DRAIN
                                                                                                                                                                                                                     Ex

                                                                                                                                                                                                                     Ex
                                                                                                                                                                                                                     E

                                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED FILTER ROLL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED ROCK CHECK DAM

                                                                                                                     SEDIMENT AND EROSION CONTROL:
                                                                                                                     CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
                                                                                                                     SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
                                                                                                                     WITH IECA AND COUNCIL POLICIES AND GUIDELINES


----      ----       ----                                                                                                                ----           ----                   North Point        Approved                                                                                                                                                                                                                                                                                    Project Address                                                                                             Title

----      ----       ----                                                                                                                ----           ----
                                                                                                                                                                                                  EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 45 MAPLE ST, COOROY AND 9 MYALL EROSION AND SEDIMENT CONTROL LAYOUT PLAN
                                                                                                                                                                                    N
----      ----       ----                                                                                                                ----           ----                                      31423          23/06/2026                                                                                                                                                                                                                                                                      ST COOROY
----      ----       ----                                                                                                                ----           ----                                      For and on behalf of RECOR Pty Ltd.

 C     24/06/2026 ISSUED FOR OPERATIONAL WORKS                                                                                           CS             EW                                        Scale                                                                                                                                                                                        ENGINEERING & PROJECT SERVICES                                                                 Client Details                                                                                              Project Name                                                                                     Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                  SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE                                                                             CS             EW                                                   SCALE
                                                                                                                                                                                                                                     2       0          2       4       6        8          10
                                                                                                                                                                                                                                                                                                       (metres)                                                                                  www.recor.au | ABN 89 647 469 707                                                               MYALL RISE PTY LTD                                                                                       COOROY SOCIAL HOUSING                                                                               A1
                                                                                                                                                                                                                                             1 : 200 (FULL SIZE)                                                                                                                                                                                                                                                                                                                                          Project Number                                        Drawing Number                              Revision
 A     17/04/2026 ISSUED FOR OWP APPROVAL                                                                                                AY             EW                                                                                                                                                                                        COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
                                                                                                                                                                                                                                                                                                                                                  client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev     Date                                     Revision Description                                                             Drawn Check                                                                                             DO NOT SCALE, IF IN DOUBT ASK                                                                                                                 'Issued For Construction' in the revision description.                                                                                                                                                            P0478-26-001                                          C030                                          C

Log in to download the original (RFI - P0478-26-001_Cooroy_Development_OPW.pdf)

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”.