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20220051 37 Bottlebrush Civil
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
SEDIMENT CONTROL
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1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
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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.
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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.
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3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED
AND EFFECTIVE PRIOR TO:
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE.
c. SERVICES INSTALLATION.
PROVIDE TURFED CATCH DRAIN TO d. PAVEMENT CONSTRUCTION
CONVEY CLEAN RUNOFF AROUND SW
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5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
D SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
DISTURBED SITE AREAS AS PER
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6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS.
IECA STD DWG CD-01 & CD-03 D
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7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF
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SW D 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
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D TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL
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PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.
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9. OVERALL
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Block Retaining Wall
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a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
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> > > > > > > > > > > > > > > >
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
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PROVIDE SEDIMENT FENCING EARTHWORKS.
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Grate
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c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
TO DOWNSTREAM SITE D
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Grate
EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
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Timber Stairs
BOUNDARY AS PER NSC STD
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Grate
DWG ESC-04 & ESC-05 SEDIMENT FENCE
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10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
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r SW
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be ing ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
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C 7 10 DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
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.9 VC TEMPORARY CONSTRUCTION ENTRY/EXIT
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ey Bric 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
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all
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S n ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
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u 10
B D DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING
IL 0Ø
3
33 P SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
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3
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CATCH DRAIN
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SW
²
IL 0Ø 12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
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Timber Deck 32 P
(IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.
m
.9 VC
8
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1 GRASSED FILTER STRIP
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4
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13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
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AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.
>
Timber Retaining Wall
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REVEGETATION
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Timber Deck Timber Ramp
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14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
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BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
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OPERATION AND MAINTENANCE
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15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
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|S| · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
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|S| |S| |S| Brick Wall |S| |S| |S| |S| · WITHIN 24 HOURS OF EXPECTED RAIN; AND
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· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SITE).
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16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
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TABLE:
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2 x 100Ø PVC
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Timber Retaining Wall
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MH (Not Located) MAINTENANCE SCHEDULE
Plotted from Unitywater
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31.12
Records TIMEFRAME FOR COMPLETION
ESC MEASURES MAINTENANCE TRIGGER
S S S S S S S S OF MAINTENANCE
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SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
ZONE (SEE COUNCIL'S SEDIMENT BASIN
DESIGN GUIDELINES
30 Concrete Drain OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS
EXCEEDED
BY THE END OF THE DAY
PROVIDE SEDIMENT FENCING REPORTING
TO DOWNSTREAM SITE PROVIDE TURFED FILTER STRIP 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPROVAL
BOUNDARY AS PER NSC STD ALONG KERB DOWNSTREAM OF BY THE SUPERINTENDENT.
DWG ESC-01 SITE AS PER IECA STD DWG GFS-01
BOTTLEBRUSH AVENUE
LEGEND
|S| SEDIMENT FENCE
> > DIVERSION SWALE
SEDIMENT AND EROSION CONTROL:
CONSTRUCTION ENTRY CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
TURF FILTER STRIP GUIDELINES
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
D 15/03/23 RFI UPDATE BP BP BP EROSION & SEDIMENT MCU / OP WORKS
© ABN 89 647 469 707 C 29/11/22 RFI UPDATE BRP JB BRP
SCALE 1:1000
BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY CONTROL PLAN
B 10/10/22 RFI UPDATE BRP MVP BRP 10 50 100M
37 MARY ST RPEQ: 28084
A 12/05/22 MCU / OPW 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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C20 20220051 A1 D
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