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Avocet Pde OPW - App A Civil · OPW20/0092
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
1
SP231606
CP
EROSION & SEDIMENT CONTROL LEGEND SP261199
AVOCET PARA
II II
II II
THE FOLLOWING EROSION AND SEDIMENT CONTROL STANDARD DRAWINGS II II
II
SHALL BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO: II II
II II
II II
CONSTRUCTION ENTRY / EXIT IN ACCORDANCE II
II II
WITH IECA STD DRG EXIT-01. II
11
.0
SEDIMENT BARRIER FENCE IN ACCORDANCE
12.
DE
0
WITH IECA STD DRGS SFB-01 & SFB-02
II
13.
0
STORMWATER INLET PIT PROTECTION IN ACCORDANCE
WITH IECA STD DRG OG-01.
II
CLEAR WATER DIVERSION. REFER IECA STD DRG DC-01 CP
SP261199
PROPERTY BOUNDARY
EXISTING BITUMEN EDGE
II
EXISTING KERB
KERB AND CHANNEL
PROPOSED STORMWATER
II
AT THE PRESTART MEETING, THE CONTRACTOR AND COUNCIL'S REPRESENTATIVE
10
ARE TO DEFINE AND DOCUMENT THE DEVICES AND THE REQUIRED LOCATIONS.
.0
II
REFER TO SHEET 2 FOR EARTHWORKS AND EROSION AND SEDIMENT CONTROL
NOTES.
TOPSOIL AND 600mm WIDE TURF STRIPS TO BE PROVIDED TO THE REAR OF ALL
KERB / KERB AND CHANNEL AND AT TOP OF ALL BATTERS.
II
ALL OTHER EXPOSED AREAS TO BE HYDROMULCHED UPON COMPLETION OF
EARTHWORKS.
15.0
II
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED
FOLLOWING SATISFACTORY "STABILISATION" OF THE SITE.
II
12.0
15.0
II
14.0
NOTE: THIS DRAWING IS PROVIDED FOR GUIDANCE
II
ONLY. THE CONTRACTOR SHALL ASSESS WHAT
MEASURES ARE REQUIRED TO SUIT THE PROPOSED 14.0
CONSTRUCTION METHODOLOGY AND STAGING.
272
13.0
II
P93113
EROSION AND SEDIMENT CONTROL MEASURES ARE
TO BE ESTABLISHED AND MAINTAINED IN
ACCORDANCE WITH THE INTERNATIONAL EROSION
16.0
II
CONTROL ASSOCIATION (AUSTRALASIA) 2008's "BEST 14.0
PRACTICE EROSION AND SEDIMENT CONTROL FOR
BUILDING AND CONSTRUCTION SITES"
II
CP
GTP322
PROVIDE 2.0m WIDE
PINNED GEOFABRIC
NATURAL SURFACE
4 4
1 1
0.50m MIN
PROVIDE ADEQUATE
FALLS TO OUTLET
CLEAN / DIRTY WATER DIVERSION DRAIN
N.T.S.
0 2 4 6m
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.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE EROSION AND SEDIMENT AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH CONTROL PLAN Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
20538 - C11
Noosa: 07 5449 9600
This drawing shall not be used B 22.05.20 ISSUED FOR OPW APPROVAL M.K.P. 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 21.05.20 ISSUED FOR CLIENT COMMENT M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 22.05.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
11 of 11 B
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