Skip to the record
NoosaWatch™: The source of truth.

Original source · versioned page text

Revised Civil Engineering Plans

of 13

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

Original PDF page 4, section 2. The text section number identifies this passage in the reader.

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
50
                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11 19.9
                                                                                                                                                                                                                               0




                                                                                                                                                                                                                                                                                                                                                                                                                      L1
                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                                                                                                                                                                              12




                                                                                                                                                                                                                                                                                                                                              .15
                                                                                                                                                                                                                          0.1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        U 05
                                                                                                                                    TW119.8 95
                                                                                                                                                                                                                                                                                                                                                                                                      0.1
                                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                     XR
                                                                                                                                                                                                                                                                                                                                                                          RL




                                                                                                                                                                                                                                                                                                                                            20
                                                                                                                                                                                                                      12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BWW 1
                                                                                                                                                                                                                                                                                                                                                                                                       5X


                                                                                                                                                                                                                                                                                                                                        1
                                                                                        R05                                         BW119.0 00
                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                     RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL 120.15 X
                                                                                                                                                                                                                                .975                                                                                                 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          118.80
                                                                                                                                                                                                                 X




                                                                                                                                                                                                                          11 9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                           95                                                                      L                                                                                                             X
                                                                                                                                                                                                                 XR

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       115.20
                                                                                                                                          SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                U 05
                                                                                                                                                                                                                                                                                                                                                                                                                                             RL                                                         119.20
                                                                           CONSTRUCT RETAINING                                                                                                                                                                                                                                                                                                 U 06                                               12
                                                                                                                                                                                                                                                                                                                                                                                                                                0.1


                                                                                                                                                                             BIO                                                                                                                                                                      U 07                                                                                           0.1
                                                                                                                                                                                                                                                                                                                                                                                                                              20



                                                                          WALL AT EXTENTS OF BIO                                                                                                                                                                                                                                                                                                119.00                                                  0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TW 119.900
                                                                                                                                                                 0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BW 119.280
                                                                                                                                                                                                                                                                                                                                                                                                                       L1




                                                                                                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                           RL119.0
                                                                                                                                                         8.6




                                                                                                                                                                                                                                               U 08
                                                                                                                                                                                                                                                                                                                                                                                                                      XR
                                                                                                                                                       11




                                                                     PROPOSED BIO RETENTION                                                                                                                  0
                                                                                                                                                                                                          8.8
                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROX. EARTHWORKS QUANTITIES:
                                                                        BASIN WITH CONCRETE                                                                                                          11
                                                                                                                                                                                                                                                                                                                        TW 119.900
                                                                                                                                                                                                                                                                                                                        BW 118.480
                                                                                                                                                                                                                                                                              TW 119.750




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NATURAL SURFACE v DESIGN
                                                                                                                                                                                                                                                                              BW 118.450




                                                                              DETENTION TANK
                                                                                                                                                                                                          TW 119.800
                                                                                                                                                                                                          BW 118.290
                                                                                                                                                                                                          TW119.800
                                                                                                                                                                                                           BW118.200




                                                                                                                                                                 WEIR 119.35                                         117.80
                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0                                                                            CUT               -12
                                                                                                                                            NT




                                                                       UNDERNEATH. REFER TO
                                                                                                                                     BW118.3 00
                                                                                                                                            00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .0
                                                                                                                          DRAINAG




                                                                                                                                                                                                                          40
                                                                                                                                                                                                                     117.20                                                                                                                                                                      116.80                                                                                                                                   6.00                           5                                                                                FILL
                                                                                                                                     TW119.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        116.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.4
                                                                                                                                     EASEME




                                                                         2123-R07 FOR DETAILS                                                                                                                        117.11                                                                                                                                                                                                                                                                                                               6.2                          11
                                                                                                                                                                                                                            7.00                                                                                                                                                                                                                                                                                                                                                                                                                          BIO               -
                                                                                                                                                                                                                                                                                                      116.60                                                                                                                                                                                                                                                                                                                                              TANK              -132m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BOXING (0.3m)     -4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING GRASS
                                                                                                                                SW




                                                                                                                                                                                                                                                                                                                                                                                                       RY
                                                                                                                                                                                                                                                                                                                                                                                       EXISTING BOUNDA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IMPORT            2029m
                                                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TURFED SWALE                                                                                                                                     (SOLID VOLUME)
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EMERGENCY RELIEF OVERLAND FLOW
                                                                                                                                                                                                                                                    INDICATES DROP EDGE RETAINING WALL                                                                                                                                                                   THROUGH BACK OF CARPARK U05 & U06
                                                                                                                                                                                                                                                      TO BE INCORPORATED INTO BUILDING.                                                                                                                                                                                                                                                                                                                        NOTE
                                                                                                                                                                                                                                                     NOTE, TOP OF WALL LEVEL = PAD LEVEL                                                                                                                                                                                                                                                                                                                         CUT AND FILL SHADING REPRESENTS EARTHWORKS
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg




                                                                                                                                                                                                                                                                                                                                                                                                            DRAINAGE                                                                                                                                                                                             BETWEEN NATURAL SURFACE AND BOXING
                                                                                                                                                                                                                                                                                                                                                                                                            RESERVE                                                                                            NOTE:                                                                                             SURFACE LEVELS
                                                                                                 5
                                                                                             R0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER ARCHITECTURAL DRAWINGS FOR                                                                 PAD LEVELS FOR ALL BUILDINGS 300mm BELOW FFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FINAL BUILDING FOOTPRINTS AND FLOOR                                                               ROAD BOXING 300mm BELOW FINISH SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PLANS TO PROPOSED DEVELOPMENT.                                                                  LEVELS SHOWN


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                                                                        JOB NUMBER
                                                                     REV DATE DESCRIPTION                                                                                     BY              CHKD                                                                                                                                   SCALE                                                                          APPROVED                                                                                                                             PROPOSED INDUSTRIAL DEVELOPMENT                                                                                                    2123
                                                                      A    15-12-2021   FOR APPROVAL                                                                              KE                 DB                                                                                                                                                                                                                                                                                                                                                  LOT 4 TAYLOR COURT, COOROY
                                                                                                                                                                                                               DATUM                                                  AHD                                                                                                                                                                                                                                                                                                                                                                                                          SHEET:    4   OF   11
                                                                      B    10-03-2022   AMEND GENERAL LAYOUT                                                                      CS                 CL                                                                                       0               5.0                    10                    15             20               25m                                                                                                                                                           MAROOLINGAR P/L ATF TWENTY20 UT
                                                                                                                                                                                                               DESIGN                                                 KE
                                                                                                                                                                                                                                                                                                                                                                                                                .................                                                                                                                        DRAWING TITLE:                                                                                                            DRAWING NUMBER      REV
                                                                                                                                                                                                               DRAWN                                                  KE                                                                                                                            Director: CAMERON   LANDRETH
                                                                                                                                                                                                                                                                                                                                 SCALE 1:500 A3                                                         Director: TONY SHELLEY
                                                                                                                                                                                                               DESIGN CHECK                                           CL                                                                                                                                            (RPEQ
                                                                                                                                                                                                                                                                                                                                                                                                                     (RPEQ19358)
                                                                                                                                                                                                                                                                                                                                                                                                                           7736)                                                          07 5443 8285                                                                                                                                                                                   R04               B
                                                                                                                                                                                                                                                                                              This drawing is not to be copied or amended without written permission from                                                                                                                 [email protected]    www.barlowshelley.com.au
                                                                                                                                                                                                               DATE                                                 DEC-2021                  Barlow Shelley Consulting Engineers                                                                                                                                                         PO Box 899 Maroochydore 4558   ABN 89 215 591 077
Log in to download the original file

Revised Civil Engineering Plans.pdf · 3.3 MB (large file)

Large file: the download may take up to a minute.

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”.