Skip to the record
Trusted by locals. Built for Noosa.

Original source · versioned page text

20220156 Kauri St OPW

of 18

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

Page text read automatically using OCR, there may be inaccuracies

                                                                                                                                                 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                  \ \ \ \ \ \ \ \ \ \
                                                                                                                                                                                                                        \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          \ \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \ \ \
                                                                 N


                        W
                                                                                                                                                                                                                                        \ \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               \ \                                                                                                                                        \ \                                                                                                             \ \




                                                                                                                                                                                                                                          \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \ \ \ \ \ \
                        W




                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \
                                                                                                                                                                                                                                                                                  \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                        \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                            \
                        W




                                                                                                                                                                                                                                                                                                                        \
                                                                                                                                                                                                                                                                                          \ \ \ \

                                                                                                                                                                \ \ \ \ \ \ \ \ \ \ \                                                                                                                                                                                                                                               \ \ \ \ \ \ \ \ \ \ \                                                                                                                                                          \ \ \ \ \ \ \ \ \ \ \                                                                                                        \ \ \ \ \ \ \ \ \ \ \




                                     STREET
                                                                           8.0
                                                                                                         //                                     //                                                  //                  //                                               //                                  //                          //                            //                                  //                                                 //                                                          //                                               //                                               //                                  //                   //                                //                                                //          //                              //                          //


                                                                        11
                         W




                                                                                 7 .5
                                                                              11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|
                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .0                                                                          .           5                                                                  .          0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .5




                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .5                                                                                                                   13                                                                         12                                                                             12                                                  111




                                                                                     7.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3                                                                                                                     1                                                                         1                                                                 1




                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11




                                                                                                5
                                                                                             6.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|
                                                                                                                                                                                                         5                                                                  0                                          .5
                         W




                                                                                                                                                                                                       .




                                                                                                              0
                                                                                                                                                                                                                                                      .




                                                                                                                                                                                                                                                                                                                                                               0
                                                                                          11
                                                                                                                                                                                                    15                                             15                                                                4




                                                                                                      6.




                                                                                                                                                                                                                                                                                                                                                             4.
                                                                                                                                                                                               1                                          1                                                                       11




                                                                                                    11




                                                                                                                                                                                                                                                                                                                                                  11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|
                                                                                                                                            \ \ \ \ \ \ \ \ \ \ \ \ \
                         W




                                                                                                                    \ \ \ \ \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                      \ \ \ \ \ \ \ \ \ \
                                     KAURI




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.
                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      |S|
                                                                                                                                                                                                                                         \ \ \
                                                    SW
                                                                                                                                  \ \ \ \ \ \ \ \ \ \ \ \
                                                                                                              |S|                                                                        |S|                      |S|                                                       |S|                                   |S|                          |S|                                              |S|                                                     |S|                                                                |S|                                                       |S|                                               |S|                           |S|                                              |S|                                                 |S|              |S|                                        |S|
                                                                                                    //                                     //                                                  //                  //                                               //                                  //                          //                            //                                  //                                                 //                                                          //                                             //                                            //                                       //                   //                                     //                                           //          //                            //                            //




                                                                                                                                                                                                                                                                                                                                                              \ \ \ \ \ \ \ \ \ \ \ \ \                                                                                                                                                                    \ \ \ \ \ \ \ \ \
                                                                                               T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               \ \ \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                                                 \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             \ \ \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
                                                                                               T




                                                                                                                                                                                                                                                                                                                                         \ \ \                                                                                                                                                                                                       \ \ \ \ \ \ \ \ \




                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \
                                                                                               T




                                                                                                                                                                                                                                                                                                                                   \ \ \




                                                                                                                                                                                                                                                                                                                                                \ \ \ \ \ \ \ \
                                                                                               TT




SEDIMENT CONTROL                                                                                                                                                                                             TEMPORARY CONSTRUCTION ENTRY/EXIT
                                                                                                                                                                                                             11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
1.   ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION                                                                                                ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
     (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.                                                                                                                                                         DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
1.   SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO                                                                                                SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
                                                                                                T




     INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION.
2.   THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL
     BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.                                                                                                                         REVEGETATION
3.   CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED                                                                                           12. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
     AND EFFECTIVE PRIOR TO:                                                                                                                                                                                     BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
     a. STRIPPING OF TOPSOIL AND GRASS.
     b. BULK EARTHWORKS TO THE SITE.                                                                                                                                                                         OPERATION AND MAINTENANCE
     c. SERVICES INSTALLATION.                                                                                                                                                                               13. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
     d. PAVEMENT CONSTRUCTION                                                                                                                                                                                     · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
5.   ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SEDIMENT AND EROSION CONTROL:
                                                                                                                                                                                                                  · WITHIN 24 HOURS OF EXPECTED RAIN; AND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONTRACTOR TO ALLOW FOR PROVISION OF ALL
     SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.                                                                                                                                       · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE).                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REQUIRED SEDIMENT AND EROSION CONTROL
6.   THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS.                                                                                           16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DEVICES IN ACCORDANCE WITH NOOSA SHIRE
7.   PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF                                                                                                 TABLE:                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COUNCIL POLICIES AND GUIDELINES
     THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
8.   IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS                                                                                                                                                                                                      MAINTENANCE SCHEDULE
     TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL                                                                                                                                                                                                                                                                                         TIMEFRAME FOR COMPLETION                                                                                                                                                                                                                                                                                                                                                                                                                                                   LEGEND
                                                                                                                                                                                                                                          ESC MEASURES                                                                MAINTENANCE TRIGGER
     PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.                                                                                                                                                                                                                                                                                                             OF MAINTENANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               |S|           SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                                    WHEN SETTLED SEDIMENT
9.   OVERALL                                                                                                                                                                                                                              SEDIMENT BASIN                                                                                                                                                              WITHIN 7 DAYS OF THE
                                                                                                                                                                                                                                                                                                                  EXCEEDS THE VOLUME OF THE
     a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.                                                                                                                                         (WHERE UTILISED)                                                                                                                                                                 INSPECTION
                                                                                                                                                                                                                                                                                                                    SEDIMENT STORAGE ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONSTRUCTION ENTRY
     b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE                                                                                                                                       OTHER ESC                                                 1/3 OF THE CAPACITY OF ESC
         EARTHWORKS.                                                                                                                                                                                                                                                                                                                                                                                            BY THE END OF THE DAY
                                                                                                                                                                                                                                                        MEASURES                                                    MEASURES IS EXCEEDED
     c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
         EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.                                                                                                  REPORTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STOCKPILE LOCATION
                                                                                                                                                                                                             17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
SEDIMENT FENCE                                                                                                                                                                                                   BY THE SUPERINTENDENT.
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
    ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
    DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.


                                                                                                                                                                                                                             CLIENT DETAILS:                                                                                                                                                                                                                                                                                        PROJECT ADDRESS:                                                                                                                                                                                                                                        APPROVED BY:                                                    PROJECT NAME:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                                                                              SUNSHINE GROVE PTY LTD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TITLE:                                       STATUS:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9 KAURI STREET                                                                                                                                                                                                                                   EROSION AND SEDIMENT                         MATERIAL CHANGE OF USE
             © ABN 89 647 469 707                     C
                                                      B
                                                           19/12/22
                                                           28/10/22
                                                                      POD A UPDATE
                                                                      RFI ISSUE
                                                                                                                    BRP
                                                                                                                    BRP
                                                                                                                                                                                                           BRP
                                                                                                                                                                                                           BRP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COOROY, QLD, 4563                                                                                                                                                                                                            BEN PARRY            CONTROL LAYOUT PLAN                          AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RPEQ: 28084
                37 MARY ST
            NOOSAVILLE, QLD 4566
                                                      A    10/08/22   COMBINED MCU AND OP WORKS ISSUE               JAC                                                                  BRP                 JB              SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CPEng NER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AND DETAILS                                  OPERATIONAL WORKS
               +61 7 5211 1003                      REV    DATE                   DESCRIPTION                  DWN                                                                       CHK               APP
                                                                                                                                                                                                                                                                                                                                              1:200                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DATE: 19/12/22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING NUMBER:                              PROJECT NUMBER:   SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SIZE:
           RECORCONSULTING.COM                                                          REVISIONS
                                                                                                                                                                                                                                                                                                              DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C20                                          20220156          A1 C
Log in to download the original file

20220156 Kauri St OPW.pdf · 4.7 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.