Skip to the record
Noosa’s premier civic archive.

Council archive · source document

41SeaviewTce Op Works Form 6 · OPW17/0051

Attached to the e-mail Operational Works Application - OPW17/0051.

of 12

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 11, section 2. The text section number identifies this passage in the reader.

EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                22.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    .1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING TELSTRA PIT TO BE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 23




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                                                       PROTECTED AT ALL TIMES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                23.0
                                                                                                                                                                                                                                                                                                                                                                                                    TRANSITION TO TIE IN NEATLY                                                                              FH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      22.
                                                                                                                                                       RP BDY




                                                                                                                                                                2.00m                                          DIVERSION DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                22.75
                                                                                                                                  VARIES                                                                                                                                                                                                                                                                                                                                                                         V




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    21.75
                                                                                                                                                                                                       0.60m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              22.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           20.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                         EXISTING WATER VALVES AND HYDRANTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             21.0
                                                                                                                                                                                                                                                     RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     21.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           21
                    SECTIONS LEGEND                                                                                                                                                                                                                                                                                                                                                             TO BE PROTECTED AT ALL TIMES.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            22.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                21.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     22.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                     PROPOSED BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .5



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               25
                                                                                                                                                                                                                                                                                                                                                                                                   TRANSITION TO TIE IN NEATLY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            m
                                           DESIGN SURFACE                                                                                                                                                               BY OTHERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EX
                                                                                                                            DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         31
                                           DATUM LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EX
                                           EXISTING SURFACE                                                                     EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EX
                                           PROPOSED RETAINING WALL (BY OTHERS)
                                                                                                     DATUM 19.000

                                                                                                                                                                 SECTION                       D                                                                                                                                                                                                                                                                           TRANSITION TO EXISTING                                                                                                      EXISTING DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROFILE (APPROX 1:4)                                                                                                  ACCESS TO BE REMOVED
                                                                                                                                                                 SCALE 1:100                    -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TO BE CONFIRMED ONSITE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEAVIEW TERRACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PRELIMINARY
                                                                                                         NORTH POINT:           ARCHITECT:                                                  CLIENT:                                                                                                                                                                           SCALE BARS:                                                                         PROJECT:                                                                                    DRAWING TITLE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED DEVELOPMENT                                                                       EARTHWORKS LAYOUT                                                                          7297
                                                                                                                                      PERROTT LYON                                                              DAVID RUTTER                                                                                                                                                        0                     2                    4                    6m               41 SEAVIEW TERRACE                                                                       PLAN                                                                          JOB No.
                                                                                                                                   MATHIESON ARCHITECTS
02         RETAINING WALL AMENDED                                        01/02/2017    TJ       SC                                                                                                                                                                                                                     Unit 5B/85 Hudson Road
                                                                                                                                                                                                                                                                                                                          Albion, QLD 4010                                                               SCALE 1:100 @ A1
01         PRELIMINARY ISSUE - CLIENT REVIEW                             30/01/2017    A        SC
                                                                                                                                                                                                                                                                       ABN 82 115 498 023
                                                                                                                                                                                                                                                                  E-mail: [email protected]                          Phone: 3857 7868
                                                                                                                                                                                                                                                                                                                            Fax: 3262 7359                                                                                                                                                                                                                   DESIGNED:                     APPROVED:                          RPEQ No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                C001                 02
                                                                                                                                                                                                                                                                  C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV        DESCRIPTION                                                        DATE    DRAWN   APPROVED                                                                                                                                                                                                                                                                                                                                                                                                                                                       T.JAMES                                                                            DWG. No.            REVISION

Used in these records

About this file

File size
5.1 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

41SeaviewTce Op Works Form 6.pdf · 5.1 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”.