Skip to the record
The only place to find full transcripts.

Council archive · source document

RFI - Attachment B - Stormwater management Report · MCU20/0026

of 54

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

Original PDF page 27, section 8. The text section number identifies this passage in the reader.

30.51

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 27
                                                                                                                                                                                                                                                                                                                                                                                                                                                               See datum note
        POWER POLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      27




        FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         27




        STOP VALVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Roof                                                                    A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                                                                                                              CR                                                                                                                                                                           9
        SEWER MANHOLE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Level


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             26
        ROOFWATER PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       29.84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    T*S1/100                                     Roof
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Garage
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .00
        POWER BOX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Level
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 30.53                                                  Level



                                                                                                                                                                                                                                                                                                                                                                                                                ES                                                                                                                                                                                            9
        TELSTRA PIT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        26.64
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        27




        RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    26




        STORMWATER MANHOLE



                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CE
        GAS SUPPLY/GAS CYLINDER
        TEMPORARY BENCH MARK (TBM)
        PERMANENT SURVEY MARK
        GULLY GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          T
        WATER METER
        SIGN
        HEADWALL/CROSSOVER                                                                                                                                                                                                                                                                                                                                                                                             Water Line
        ROCK WALL                                                                                                                                                                                                                                                                                                                                                                                                      Approximate only
                                                                                                                                                                                                                                                                                                                                                                                                                       Plotted from
        PALM                                                                                                                                                                                                                                                                                                                                                                                                           Council Records
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Sewer Manhole
        TREE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SL 26.74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (unable to open)




!   Green contour lines denote "ground level" as
    defined by local council.




!   Subject lot boundary dimensions and area are
    derived from field survey.




!
    Levels shown on this plan are correct in relation to
    the benchmarks placed on this plan.
    AJS Surveys accepts no responsibility for any
    subsequent plans or works that do not use the same
    level datum as shown on this plan.
    Subject title has not been obtained, therefore AJS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             27




    Surveys can not certify that no easements affect this
    lot. A full title search should be carried out prior to
    any construction.




!
    This plan has been prepared for the purpose of
    designing new constructions and should not be used
    for any other purpose.
    Certificate of Title for this site has not been obtained.
    Unless noted otherwise only visible services have been
    located.
                                                                                                                                Natural ground contours are at 0.5 metre intervals.                                                                      REVISIONS                                                                                                                           ASSOCIATED CONSULTANTS:                                                                                                                                                                                                                               SURVEYOR                                       DCD                                                 DATE                                      30/01/2019                                   LEVEL DATUM: CLIENT:                                                                                                                                                      SITE: 40 Park Crescent, Sunshine Beach   SCALE     1:100 (A0)
    Prior to any demolition, excavation or construction on                                                                                                                                                                                                                                                                                                                     C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AHD
    the site, the relevant authorities should be contacted
    for accurate location of all services.
                                                                                                                                                                                                                                                                                                                                                                               B                        SHAUN LOCKYER ARCHITECTS                                                                                                                                                                                                                   DRAWN                                          PDR                                                 CHECKED DCD                                                                                 DERIVED FROM PSM 107884                                                                          ASHA BISWAS                                                                    Lot 599 on RP 48112           PLAN REF: V0420-D1
                                                                                                                                                                                                                                                                                                                                                                               A                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (RL 1.474m)

Used in these records

About this file

File size
7.2 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Attachment B - Stormwater management Report.pdf · 7.2 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”.