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200437-C-Drawings
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
0.80
INSTALL 2 x 400mm MINIMUM WIDE ROLL
OF TURF ON THE VERGE ADJACENT KERB
TO MATCH TOP OF KERB LEVEL
BACK OF KERB
GEOTEXTILE FABRIC TO BE
1.00
WRAPPED OVER GRATE AND
SECURED UNDER AS SHOWN
TEMPORARY TURF STRIP ALLOTMENT
SURROUND (MIN 400mm) PIT
IN LANDSCAPE AREAS KERB & CHANNEL
SUBSOIL PIPE TO BE COVERED
WITH ROCK SPALLS (MIN 100mm)
SECURE GEOFABRIC TO
REAR WALL OF PIT GEOFABRIC ARRANGED
AS SHOWN
RETURN TURF STRIPS EVERY
5m TO PREVENT SCOUR
FIELD INLET PROTECTION
SCALE 1:20
INSTALL 2 x 400mm GULLY
MINIMUM WIDE ROLL PIT
OF TURF RETURNS
100mm SUBSOIL PIPE. EXTEND
400mm MIN BEYOND LINTEL
OPENING AND SECURE IN PLACE
EROSION AND SEDIMENT CONTROL NOTES:
GENERAL: 10. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE
DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS TO BE
1. TO BE READ IN CONJUNCTION WITH 'SEDIMENT CONTROL DEVICES', REFER UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS'
STD DRG IPWEA DS-040 & DS-041. ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
2. TEMPORARY DRAINAGE CONTROL FLOW SHOULD BE DIVERTED AROUND AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED
THE WORK SITE WHERE POSSIBLE. NECESSARY AND RELEVANT.
3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND
BE OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS.
11. SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.
TURF FILTER STRIP DETAIL GULLY PIT SEDIMENT DETAIL
12. WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY
SCALE 1:20 SCALE 1:20
4. CONTROL MEASURES TO BE INSPECTED AT LEAST WEEKLY AND AFTER CONTRACTOR.
SIGNIFICANT RUNOFF PRODUCING STORMS.
SEDIMENT FENCE:
5. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED
SURFACES TO BE EITHER MULCHED, COVERED WITH EROSION CONTROL 1. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED 2. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT STABILISE STOCKPILE SURFACE
FOR MORE THAN I4 DAYS. AREA 0.6Ha PER 100m LENGTH OF FENCE
6. CONTROL MEASURES MAY BE REMOVED WHEN ON-SITE EROSION IS 3. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON
CONTROLLED AND 70% PERMANENT SOIL COVERAGE IS OBTAINED OVER SMALL WORK SITES, I.E. OPERATIONAL PERIOD LESS THAN 6 MONTHS OR
ALL UPSTREAM DISTURBED LAND. ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED
7. STRAW BALE SEDIMENT TRAPS ARE TO BE SECONDARY OPTION WHICH 4. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE EARTH BANK FOR UPSTREAM
2.5 MAX
GENERALLY SHOULD NOT BE USED IF OTHER OPTIONS ARE AVAILABLE. LAYOUT SHALL CONFORM TO 'TYPICAL LAYOUT' ACROSS GRADE. APPROACH FLOWS SEDIMENT
1 FENCE
SEDIMENT CONTROL: 5. FENCES ARE REQUIRED 2m MIN. FROM TOE OF CUT OR FILL BATTERS, 1
WHERE NOT PRACTICAL ONE FENCE CAN BE AT THE TOE WITH A SECOND FLOW DIRECTION 2
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE FENCE 1m MIN AWAY. FENCE SHOULD NOT BE LOCATED PARALLEL WITH GROUND LEVEL 2
WITH INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) AUSTRALIA TOE IF CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE
GUIDELINES AND THE SPECIFICATIONS. THE BASIC PRINCIPLES ARE TO:
· MINIMISE THE AREA OF DISTURBANCE;
TEMPORARY CONSTRUCTION ENTRY / EXIT:
· CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS 1. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM
FROM SITE; ENTRY/EXIT.
· MINIMISE EROSION; 2. WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER. TYPICAL STOCKPILE DETAIL
SCALE 1:20
· MINIMISE SEDIMENTATION; STANDARD SPECIFICATIONS:
· PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE DRAWING TO BE READ IN CONJUNCTION WITH INTERNATIONAL EROSION
2. SEDIMENT & EROSION CONTROL DETAILS SHOWN ARE MINIMUM CONTROL ASSOCIATION (IECA) AUSTRALASIA BEST PRACTICES STANDARD
REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL DRAWINGS & SPECIFICATIONS: SPILL THROUGH
SEDIMENT FENCE IN ACCORDANCE
WEIR IF REQUIRED 2m NOM; 3m MAX
ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT EXIT-01 - CONSTRUCTION EXIT - ROCK PAD WITH STD DRG IPWEA DS-040
2.00 1.00 0.30
Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00015.DWG
CONSTRUCTION. EXIT-02 - CONSTRUCTION EXIT - ROCK PAD
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL EXIT-03 - ROCK PADS FOR BUILDING SITES FLOW DIRECTION
DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL BLOCKED SEDIMENT GROUND LEVEL
0.60
DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS. CD-01 - CATCH DRAINS
CD-02 - CATCH DRAINS - EARTH LINED 1 1
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE
0.30
1 2
SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED AND RCD-01 - CHECK DAMS 2
0.60
EFFECTIVE PRIOR TO: 6
FF-01 - FILTER FENCE
0.20
a. STRIPPING OF TOPSOIL AND GRASS. EARTH BANK FOR UPSTREAM
SF-01 - SEDIMENT FENCE
b. BULK EARTHWORKS TO THE SITE. GROUND LEVEL APPROACH FLOWS
SF-02 - SEDIMENT FENCE FENCE STAKES
c. SERVICES INSTALLATION.
ESC-02 - GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP
d. PAVEMENT CONSTRUCTION.
ESC-03 - KERB INLET SEDIMENT TRAPS SEDIMENT FENCE AND WEIR DIVERSION/ CUT-OFF DRAIN DETAILS
6. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL SCALE 1:20 SCALE 1:20
R-01 - RENEGOTIATION - GENERAL
INSTRUCTION IS RECEIVED IN WRITING FROM THE SUPERINTENDENT TO
REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
7. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT/EROSION
CONTROL DEVICES SHALL BE MAINTAINED AT A SUITABLE LEVEL/CONDITION FORM U-SHAPED CREST TO ENSURE
THROUGHOUT CONSTRUCTION TO THE SATISFACTION OF THE OVER-TOPPING AT CENTRE OF DAM 1.00 LOOSE ROCK
SUPERINTENDENT. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN PROTECTION, D50=150mm
CAPACITY IS REDUCED BY 30%.
0.40 NOM
8. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE
READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. 1 GROUND LEVEL
1
9. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE 3 3
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.
Last Plotted: 2020-12-18
0.25 NOM
GEOFABRIC LINER
TEMPORARY ROCK FILTER DAM
Last saved by: GRANT(2020-12-18)
SCALE 1:20
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL
0 0.5 1 Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM EROSION & SEDIMENT CONTROL
A1 1:20
m AHD
MULTIPLE DWELLINGS DEVELOPMENT Check LS
NOTES AND DETAILS 200437-C-00015 A
A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed
P1 PRELIMINARY 16.11.20 LS OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.12.20 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
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