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SUPERSEDED OPW16/0021 - Approved Plans

of 33

Plans and drawings: the text below has words only, no drawings.

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Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                              SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER
                                                                                                 TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE.                                                                                                                                                          PILE CAP. CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL.



                                                                                                                                   X                                                                 Y                                                                                             600 SQ x 500 DEEP SUMP PIPED TO OSD
                                                                                                                               OP29                                                                 OP29



                                                                                                                                              TABLE DRAIN                                                                                                  TABLE DRAIN                                                                  TABLE DRAIN



                                                                   OPEN DRAIN                                                                 OPEN DRAIN                                                   OPEN DRAIN                                                            OPEN DRAIN                                                                SERVICE STRUCTURE.
                                               N
                                                                                                                                                                                                                                                                                                                                 TO O




                                                                                                               5




                                                                                                                                                                                               40
                                                                                                                                                                                                                                                                                                                                                                  RL 49.50
                                                                                                                                                                                                                                                                   35
                                            AI




                                                                                                             .4
                                                                                                                                                                                                                                                                  .                                                                      SD
                                                     0




                                                                                                                                                                                                .
                                          DR




                                                                                                           49




                                                                                                                                                                                             49
                                                                                                                                                                                                                                                               49
                                                     .5
                                                   49
                                       ED




                                                                                                                                                                                                                                                                                                                                        49.




                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                    .3
                                                                                                                                                                                                                                                                                                                                            25
                                     AT




                                                                                                                                                                                                                                                                                                                  49
                                   GR




                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                           25
                                                                                 SURFACE WATER




                                                                                                                                                                          25
                                                                                                                                                                                                                                                                         2                                 49.
                                                                                                                                                                                 SURFACE WATER                                                                        .5




                                                                                                                                                                                                                                         .5
                                                                                                                                                                                                                                                                                                              525




                                                                                                                                                                        .5
                                          5




                                                                                 OVERLAND FLOW PATH                                                                                                                                                             49
                                        .4




                                                                                                                                                                                                                                       49
                                                                                                                                                                      49
                                                                                                                                                                                 OVERLAND FLOW PATH
                                      49




                                                              5



                                                                                                                                                                                                                                                                                                                                                                                                                                      RIP RAP ROCK PROTECTION. USE
                                                            52
                                                             .




                                                                                                                                                                                                                                                                                                                                                 49.
                                                          49




                                                                                                                                                                                                                                                                                                                                                    525                                                                               400-500mm GRANITE BOULDERS TO FORM
                                                                                                                                                                                                                                                                                                                                                                                                                                      SPILLWAY ANTI-SCOUR PROTECTION.
                                                                                                                                                                                                                                                                                                                                            OSD AND BIO-RETENTION.
                                                                                                                                                                                                                                                                                                                                            REFER SHEETS OP31 AND OP32
                                                                                                                                                                                               GARAGE                                                                                                                                                                                                              SURFACE WATER OVERLAND FLOW PATH
                                                                                                                                                                                                                                                                              CARPARKING                                  WORKSHOP
                   0




                                                                                                                                                                                                                                                                                                                            RL 49.55
                 .4
               49




                                                                                      MAIN RESIDENCE ENTRY                                                                                                            49.
                                                                                                                                                                                                                         55




                                                                                                                                                                                                                                          55
                                                                                                                                                                                     5
                                                                                                                                                                                   .5
                                                                                                RL 49.55
                                   5




                                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                   49.




                                                                                                                                                                                                                                      49
                                 .4




                                                                                                                                                                                 49
                                                                                                                                                                                                                                                                                                      55
                               49




                                                                                                                                                                                  49.
                                                                                                                                                                                        55




                                                                                                                                                                                                                                     DRIVEWAY PLAN
                                                                                                                                                                                                                                                 1:200 UNREDUCED AT A3
                                                                                                                                                                                                                  0
                                                                                                                                                                                                                .5                               1:100 UNREDUCED AT A1

                                                                                                                                                                                                              49
                                                                                                                                                                                                                      DENOTES FINISHED CONCRETE SURFACE LEVEL.



                                                             WEBFORGE STEEL GRATING
                                                             OR APPROVED SIMILAR


                                                                                 R.L. AS SHOWN




                                                                                      PIPE             SL82 MESH PLACED
                                                                                                       CENTRALLY 225 LAPS
                                                                    I.L.
                                                             150




                                                                           150   600 x 600    150
                                                                                                                                                                                                                     Annotation by Council
                                                                                                                                                                                              Dimensions of Table Drain to be calculated in accordance with QDUM
                                                           TYPICAL GRATED PIT DETAIL
                                                                                                                                                                                              requirements and detailed by an RPEQ prior to the prestart meeting.
                                                     PROPRIETARY PRECAST PITS AND GRATES MAY BE USED IN PLACE OF
                                                     THOSE SHOWN, SO LONG AS THEY ARE APPROVED IN ADVANCE BY THE
                                                     ENGINEER ALL GRATES ARE TO BE OF CYCLE SAFE DESIGN, HEAVY DUTY
                                                     TYPE MANUFACTURED TO AS 3996 - LOAD CLASS C IF CONSTRUCTED OF
                                                     MILD STEEL, GRATES ARE TO BE HOT DIPPED GALVANISED AFTER
                                                     FABRICATION



                                                                                                                                                                                                                                                                                                                                                                                                                                                                 -
                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                          OPW16/0021 11 JUL 2016

     COPYRIGHT                                                                                       Associated Consultants                                             Client                                                                                                          Drawn              Verified           Project                                                                  Drawing Title                                                 Scale            Sheet Size
This drawing is subject to                                                                                                                                                                                                                                                              A. VENESS          S. PRYSTUPA
copyright in accordance with the                                                                                                              Brisbane address
                                                                                                                                              GROUND LEVEL
                                                                                                                                                                       UNIVERSAL PROPERTY                                                                                               Designed           Verified
                                                                                                                                                                                                                                                                                                                             PROPOSED NEW RESIDENCE AT                                                 DRIVEWAY AND OVERLAND                                         AS SHOWN A1
agreement between Tod                                                                                                                         283 ELIZABETH ST

Consulting pty ltd (tc) and tc's
client. This drawing shall only be
                                                                                                                                              BRISBANE 4000
                                                                                                                                              AUSTRALIA
                                                                                                                                                                       COMPANY                                                                                                          H. GRAY            S. PRYSTUPA       71 SEAVIEW TCE, SUNSHINE BEACH                                            FLOW PATH DETAILS                                             Drawing Number
                                                                                                           architects                         postal address
used for this specific project.
                                      C   4.5.16   AMENDED AS CLOUDED                         A.V.
                                                                                                           planners
                                                                                                           interiors
                                                                                                                                              GPO BOX 353
                                                                                                                                              BRISBANE
                                                                                                                                              QUEENSLAND 4001
                                                                                                                                              AUSTRALIA
                                                                                                                                                                       ESTABLISHMENT                                                                                                    Approved
                                                                                                                                                                                                                                                                                        S. PRYSTUPA
                                                                                                                                                                                                                                                                                                           RPEQ No
                                                                                                                                                                                                                                                                                                           1137
                                                                                                                                                                                                                                                                                                                             RDP                       RP197117                                                                                                      14517-OP28
This drawing shall not be used
                                                                                                                                                                                                                                                Noosa: 07 5449 9600                                                          LOCAL AUTHORITY           NOOSA
                                      B   30.3.16 ISSUED FOR CONSTRUCTION                     A.V.                                            tel +61(0)7 3229 5266                                                             Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                        Signed             Date                                                                                                   0      10     20    30     40    50       60       Sheet             Revision
for construction until marked as                                                                           Noel Robinson Architects Pty Ltd   fax +61(0)7 3221 0796
                                                                                                                                              [email protected]                                                                               PO Box 61, Noosaville, QLD 4566                                                     MCU APPROVAL              14/0084               HORIZ DATUM
                                                                                                           ABN 62 323 175 502
                                      A   27.1.16 OPERATIONAL WORKS APPROVAL                  A.V.                                            www.nrarc.com
'issued for construction' in the
revision description.                Rev Date Revision Description                           Drawn
                                                                                                           ACN 010 011 720                                                                                                    [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                ABN 39 128 805 336                                         DECEMBER 2015     ROL APPROVAL
                                                                                                                                                                                                                                                                                                                             OPW APPROVAL
                                                                                                                                                                                                                                                                                                                                                                             VERT DATUM AHD
                                                                                                                                                                                                                                                                                                                                                                             RL               41.410                   MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7 of 12              C

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