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

Original source · versioned page text

20220130-CV Set

of 15

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

Original PDF page 3, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                         SEDIMENT CONTROL

                                                                                                                                                                                                                                                                                                                         1.     ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
                                                                                                                                                                                                                                                                                                                                (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
                                                                                                                                                 135                                                                                                                                                                     1.     SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO
                                                                                                                                                                                                                                                                                                                                INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION.
                                                                                                                                               RP160425                                                                                                                                                                  2.     THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL




                                                                                                    8
                                                                                                 .7
                                                                             |S|
                                                                                                                                                                                                                                                                                                                                BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.




                                                                                                 29
                                                                                                                                                                                                                                                                                                                         3.     CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED
                                                                                                                                                                                                                                                                                                                                AND EFFECTIVE PRIOR TO:
                                                                             29
                                                                                  .41                                                                                                                                                                                                                                           a. STRIPPING OF TOPSOIL AND GRASS.




                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                b. BULK EARTHWORKS TO THE SITE.




                                                                                                                         .8
                                                                       |S|




                                                                                                                        29
                                                                                                                                                                                                                                                                                                                                c. SERVICES INSTALLATION.
                                                                                                                                                                                                                                                                                                                                d. PAVEMENT CONSTRUCTION
                                                                                                                                                                                                                                                                                                                         5.     ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
                                                                                                                                                                                                                                                                                                                                SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.




                                                                   |S |




                                                                                                                                                        8
                                                                                                                                                     .0
                                                                                                                                                                                                                                                                                                                         6.     THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS.




                                                                                                                                                  30
                                                                                                                                                                                                                                                                                                                         7.     PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.




                                                                                                                                                                                                                                                                             7
                                                                                                                                                                                                                                                                          .9
                                                                                                                                                                                                                                                                         30
                                                                                                                                                                                                                                                                                                                         8.     IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS




                                                                    09
                                                                  9.
                                                                                                                                                                                                                                                                                                                                TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL




                                                                |S2|




                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                           .8
                                                                                                                                                                                                                                                                                                                                PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.




                                                                                                                                                                                       9
                                                                                                      29




                                                                                                                                                                                                                                                                          30
                                                                                                                                                                                    .2




                                                                                                                                                                                                                                                                                                   8
                                                                                                        .2




                                                                                                                                                                                  30




                                                                                                                                                                                                                                                                                                .9
                                                                                                           7




                                                                                                                                                                                                                                                                                               30
                                                                                                                                                                                                                                                            30.83                                                        9.     OVERALL
                                                                                                                                                                                                                                                       30.79                                                                    a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.

                                                            |S|
                                                                                                                                                                                                                                                                                                                                b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
                                                                                        Pool
                                                                                                                                                                                                                                                                                                                                    EARTHWORKS.
                                                                                                                                                                                                                                                                                                                                c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH




                                                                                                                                                                                                                         30.61




                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                    EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.




                                                                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                               30
                                                         |S |




                                                                                                                                                                                                                                                                                                                         SEDIMENT FENCE




                                                                                                                                                                                                                                                   7
               137




                                                                                                                                                                                                                                                .6
                                                                                                                                                                                                                                             30
                                                                                                                                                                                                                                                                                                                         10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
            RP160425




                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                             ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD




                                                                                                                                                                                                                  .3
                                                        14




                                                                                                                                                                                                               30
                                                      9.




                                                                                                                                                                                                                                                                                                                             DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
                                                     |S2|




                                                                                                                                                                                                                                                                                                                         TEMPORARY CONSTRUCTION ENTRY/EXIT




                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                      .6
                                                                                                               136




                                                                                                                                                                                                                                                                                   30
                                                                                             0


                                                                                                                                                                                                                                                                                                                         11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
                                                                                          .2




                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                         .5
                                                                                         29




                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                    30
                                                                                                                                                                                                                                                                                                                             ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD




                                                                                                                                                                                                                                                    .4
                                                .0 |S|




                                                                                                                                                                                                                                                  30
                                                                                                                                                                                                      30.27                                                                                                                  DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
                                                  1




                                                                                                                                                                                                                                                                                                                             SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
                                               29




                                                                                                                                                                                                                                                                                                                         CATCH DRAIN




                                                                                                                                                                                                                                 .4 .43
                                                                                                                                                                                                                              30
                                              |S|




                                                                                                                                                                                                                                                                                                                         12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA




                                                                                                                                                                                                                                   7
                                                                                                                                                                                                                              30
                                                                                                                                                                                                                                                                                                                             (IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.




                                                                                                                                                                                                         32
                                                                                                                                                                                                                              30.




                                                                                                                                                                                                          .
                                                                                                                                                                                                       30




                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                     REET
                                                                                                                                                                                                                                    41




                                                                                                                                                                                                                                              .3
                                                                                                                                                                                                                                            30
                                                                                                                                                                                                                                                                                                                         GRASSED FILTER STRIP
                                                                                                                                                                                                                                                                                                                         13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
                                        |S|




                                                                                                                                                                                                                                            en
                                                                                                       Existing Dwelling




                                                                                                                                                                                                                              b
                                                                                                                                                                                                                                                                                                                             AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.




                                                                                                                                                                                                                                     f Bitum
                                                                                                                                                                                                                          of Ker
                                                                                                          Floor Level
                                                                                                           RL29.37                                                                                                                                                                                                       REVEGETATION
                                       .90
                                  |S|28




                                                                                                                                                                                                                                                                                                                         14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)




                                                                                                                                                                                                                                    Edge o




                                                                                                                                                                                                                                                                ME ST
                                                                                                                                                                                                                        Back
                                                                                                                                                                                                                                                                                                                             BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.


                                                                                                                                                                                                                      30.2
                                                                                                                                                                                                                          9                                                                                              OPERATION AND MAINTENANCE




                                                                                                                                                                                           7




                                                                                                                                                                                                                                                             34
                                                                                                                                                                                           .1




                                                                                                                                                                                                                                                              .
                                                                                                                                                                                         30




                                                                                                                                                                                                                                                           30
                                                                                                                                                                                                                                                                                                                         15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
                              |S|




                                                                                                                                                                                                                                                                                                                              · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
                                                                                                                                                                                                                                                                                                                              · WITHIN 24 HOURS OF EXPECTED RAIN; AND
                                                                                                                                                                                                                                                                                                                              · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE).




                                                                                                                                                                                                                                 30
                                                                                                                                                                                                                                                                                                                         16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING




                                                                                                                                                                                                                                    .14
                                                                                                                                                                                                                                                                                                                              TABLE:




                                                                                                                                                                                                                21
                            |S|




                                                                                                                                                                                                                 .
                                                                                                                                                                                                              30




                                                                                                                                                                                                                                                           DELOR
                                  7
                             28.0|S|

                                                                                                                                                                                                              30.13
                                                                                                                                                                                 30.06
                                                      |S|                                                                                                                                                                                                                                                                                                          MAINTENANCE SCHEDULE
                                                                              4
                                                                            .9




                                                                       |S|                                                                                                                                                                                                                                                                                                                           TIMEFRAME FOR COMPLETION



                                                                                                                                                                                                                        02
                                                                          28




                                                                                                                                                                                                                                                                                                                                            ESC MEASURES                MAINTENANCE TRIGGER
                                                                                                                                                                         |S|
                                                                                                                                                                                                                         .
                                                                                                                                                                                                                                                                                                                                                                                                          OF MAINTENANCE
                                                                                                                                                                                                                      30
                                                                                           |S|
                                                                                                               |S|                                                                                                                                                                                                                          SEDIMENT BASIN      WHEN SETTLED SEDIMENT EXCEEDS THE       WITHIN 7 DAYS OF THE
                                                                                                                     29.24 |S                                                                                                                                                                                                              (WHERE UTILISED)      VOLUME OF THE SEDIMENT STORAGE             INSPECTION
                                                                                                                             |                 29                                                                                                                                                                                                               ZONE (SEE COUNCIL'S SEDIMENT BASIN
                                                                                                                                                              |S|
                                                                                                                                                                                                 01




            27.23                                                                                                                          |S|29. .73                                                                                                                                                                                                                   DESIGN GUIDELINES
                                                                                                                                                                                                30.




                                                                                                                                                63
                        Back o                                                                                                                                                                            89
                                                                                                                                                                                                       29.
                                                                                                                                                                                                                                                                                                                                          OTHER ESC MEASURES     THE CAPACITY OF ESC MEASURES IS       BY THE END OF THE DAY
                               f                                                                                                                                                                                                                                                                                                                                            EXCEEDED
                        Edge o Kerb
             9
            .0
          27




                               f Bitum
                                       en                              28.3
                                                                              8                                                                                          29.83                                                                                                                                           REPORTING
                                                                                                                                                                                   29.72                                                                                                                                 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
                                                                  6




                                                                                                                                                               6
                                                                  .2




                                                                                                                                                             .5
                                                                28




                                                                                                                                                        29




                                                                                                                                                                                                                                                                                                                             BY THE SUPERINTENDENT.
                                                                                                                                                                                                                                                       28
             9
            .2




                                                                                                                                  29.24
                                                                                                                                                                                                                                                      .
                                                                                                                                                                                                                                                   30
          27




                                                                                                                                                         6
                                                                                                                                                  29.4
                                                                                                                              2
                                                                                                                            .1
                                                                                                                          29




                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                   7
                                                                  .4
                                                                  28




                                                                          SAFARI
                                                                                                                                                                                                                                                                                                                                                                                      |S|                   SEDIMENT FENCE

                                                                                                                                    29.
                                                                                                                                          50



                                                                                                                      STREET
                                                                                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION ENTRY
                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                    .4




                                                                                                                                                                                                                                                                                                                                                                                                            STOCKPILE
                                                                                                                                                                                                                                 30




                                                                                                                                                                                                                                                                                   6
                                                                                                                                                                                                                                                                                   .8
                                                                                                                                                                                                                                                                                 30




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




                                                                                                                                                                SCALE:                                                                                                   CLIENT:                                 APPROVED BY:                                  PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                               RESIDENTIAL DUPLEX AT 22 DELORME ST
                                                                                                                                                                                                      1:100                                                                                                                                                    TITLE:                                                           STATUS:

                                                                                                                                                                                                                                                                                                                                                               EROSION & SEDIMENT                                               ISSUED FOR APPROVAL
 © ABN 89 647 469 707                     C         21/10/22      REISSUED FOR APPROVAL                                   MVP        BRP          NW                                                                                                                                         SANTIAGO NOMINEES         NATHAN WAGSTAFF                         CONTROL PLAN
                                          B         12/06/22      REVISED ARCH LAYOUT                                     BRP        BRP          NW
    37 MARY ST                                                                                                                                                                                                                                                                                                            RPEQ: 26443
                                          A         19/05/22      MCU ISSUE                                               BRP        BRP          NW
NOOSAVILLE, QLD 4566                                                                                                                                                                                                                                                                                                      CPEng NER                            DRAWING NUMBER:                                                  PROJECT NUMBER:            REV:
   +61 7 5211 1003                     REV          DATE                           DESCRIPTION                           DWN        CHK          APP                                                                                                                                                                                                                                                                                              SHEET
                                                                                                                                                                                                                                                                                                                         DATE: 21/10/22                                                                                                            SIZE:
RECORCONSULTING.COM                                                                     REVISIONS                                                                                                                                                                                                                                                              C20                                                              20220130          A1 C
Log in to download the original file

20220130-CV Set.pdf · 3.1 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”.