Original source · versioned page text
23598_OPW Set_20240403
NOT FOR CONSTRUCTION
SW SW SW SW SW SW SW SW SW SW
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17.5 II
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16.0
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14.0
16.5
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B3 B4 EROSION & SEDIMENT CONTROL LEGEND
PRELIMINARY ONLY
B1 B2 FFL.15.00 FFL.15.00
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THE FOLLOWING EROSION AND SEDIMENT CONTROL STANDARD DRAWINGS
FFL.15.50 FFL.15.50 SHALL BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
B5 B6
CONSTRUCTION ENTRY / EXIT IN ACCORDANCE
FFL.14.95 FFL.14.95
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WITH IECA STD DRG EXIT-01.
SEDIMENT BARRIER FENCE IN ACCORDANCE
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WITH IECA STD DRGS SFB-01 & SFB-02
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13.5
14.5 ROCK CHECK DAM 1.5m NOMINAL WIDTH
300mm HIGH IN TABLE DRAIN
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STORMWATER INLET PIT PROTECTION IN ACCORDANCE
II
WITH IECA STD DRG OG-01.
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CLEAR WATER DIVERSION. REFER IECA STD DRG DC-01
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DIRTY WATER DIVERSION. REFER IECA STD DRG DC-01
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PROPERTY BOUNDARY
EXISTING BITUMEN EDGE
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EXISTING KERB
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PROPOSED STORMWATER
17.5
EARTHWORKS DEPTHS (0.25m INCREMENTS)
BARTLETT ROAD
15.0
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CUT FILL
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AT THE PRESTART MEETING, THE CONTRACTOR AND COUNCIL'S REPRESENTATIVE
17.5
ARE TO DEFINE AND DOCUMENT THE DEVICES AND THE REQUIRED LOCATIONS.
II
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1
REFER TO SHEET 3 FOR EARTHWORKS NOTES
RP174730
B7
SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.
FFL.16.00
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B8 B9 B10 B11 WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY CONTRACTOR.
FFL.15.85 FFL.15.85 FFL.15.76 FFL.15.76 TOPSOIL AND 600mm WIDE TURF STRIPS TO BE PROVIDED TO THE REAR OF ALL
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II
KERB / KERB AND CHANNEL AND AT TOP OF ALL BATTERS.
15
.5
ALL OTHER EXPOSED AREAS TO BE HYDROMULCHED UPON COMPLETION OF
EARTHWORKS.
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B12 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE
REMOVED FOLLOWING SATISFACTORY "STABILISATION" OF THE SITE.
FFL.15.60
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NOTE: THIS DRAWING IS PROVIDED FOR GUIDANCE
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ONLY. THE CONTRACTOR SHALL ASSESS WHAT
15.5
MEASURES ARE REQUIRED TO SUIT THE PROPOSED
15.5
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CONSTRUCTION METHODOLOGY AND STAGING.
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.5
17
16.0 EROSION AND SEDIMENT CONTROL MEASURES ARE
TO BE ESTABLISHED AND MAINTAINED IN
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16.5
ACCORDANCE WITH THE INTERNATIONAL EROSION
SW CONTROL ASSOCIATION (AUSTRALASIA) 2008's "BEST
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PRACTICE EROSION AND SEDIMENT CONTROL FOR
17.3
16.5 BUILDING AND CONSTRUCTION SITES"
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22 10
RP888470 RP150347
0 2 4 6m
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Scale 1:100 @A1
Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.P. B.D.
copyright in accordance with the
Designed Verified
8 BARTLETT ROAD EROSION AND SEDIMENT AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
M.P. B.D. NOOSAVILLE CONTROL PLAN Drawing Number
used for this specific project. Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
23598 - C11
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used PM: 52590(23)
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 VERT DATUM: RL.11.201
A 03.04.24 ISSUED FOR OPW APPROVAL MP
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.04.24
ROL APPROVAL:
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
11 of 11 A
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