Original source · versioned page text
20506-C01[A]-C07[A] - full set
E
PL AC
13 NOTE: THIS DRAWING IS PROVIDED FOR GUIDANCE
SP161828 ONLY. THE CONTRACTOR SHALL ASSESS WHAT
MEASURES ARE REQUIRED TO SUIT THE PROPOSED
GUM
CONSTRUCTION METHODOLOGY AND STAGING.
EROSION AND SEDIMENT CONTROL MEASURES ARE
D ED
TO BE IN ACCORDANCE WITH THE INTERNATIONAL
EROSION CONTROL ASSOCIATION (AUSTRALASIA)
FLOO
2008's "BEST PRACTICE EROSION AND SEDIMENT
CONTROL FOR BUILDING AND CONSTRUCTION SITES"
.0
SW
0.0
148
15
2.0
130.0
15
SW
0
8.0 28.
.0
12 1
150
132.0
.0
2.0
EROSION & SEDIMENT CONTROL LEGEND
150
15
.0
.0
129
148
THE FOLLOWING EROSION AND SEDIMENT CONTROL STANDARD DRAWINGS SHALL
.0
130
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
.0
151
132.0 CONSTRUCTION ENTRY / EXIT IN ACCORDANCE
152.0
130. 0
WITH IECA STD DRG EXIT-01.
132.0
148.0
154.0
SEDIMENT BARRIER FENCE IN ACCORDANCE
136.0
149.0
133.0
WITH IECA STD DRGS SF-01 & SF-02
134.0
138.0
SAND BAG DIVERSION
135.0
154.0
CLEAN WATER DIVERSION U/S OF ALL STOCKPILE SITES.
150.0
132.0
136.0
4 ROCK CHECK DAM 1.5m NOMINAL WIDTH
140.0
137.0
153.0
RP198920 300mm HIGH IN TABLE DRAIN
134.0
138.0
142.0
STORMWATER INLET PIT PROTECTION IN ACCORDANCE
WITH IECA STD DRG OG-01.
146.0
151.0
PROPERTY BOUNDARY
136.0
144.0
EXISTING KERB
140.0
152.0
142.0
138.0
PROPOSED STORMWATER
EARTHWORKS DEPTHS (0.25m INCREMENTS)
0 .
DR
130
149.0
IVE CUT FILL
0
144.0
143.
WA
Y AT THE PRESTART MEETING, THE CONTRACTOR AND COUNCIL'S REPRESENTATIVE
140.0
150.0
ARE TO DEFINE AND DOCUMENT THE DEVICES AND THE REQUIRED LOCATIONS.
146.0
142.0
153.0
REFER TO SHEET 2 FOR EARTHWORKS AND EROSION AND SEDIMENT CONTROL NOTES.
147.0
TOPSOIL AND 600mm WIDE TURF STRIPS TO BE PROVIDED TO THE REAR OF ALL KERB /
.0
.0
44
46
1
KERB AND CHANNEL AND AT TOP OF ALL BATTERS.
5.0 1
0
151.
14
ALL OTHER EXPOSED AREAS TO BE HYDROMULCHED UPON COMPLETION OF EARTHWORKS.
0
144.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED
152.0
FOLLOWING SATISFACTORY "STABILISATION" OF THE SITE.
9.0
14
.0
144.0
148
146.0
0.0
15
.0
147
4.0
15
4.0
15
151.0
.0
148.0
152
2.0
0
15
.
150
.0
149.0
148
0.0
15
1
2.0
RP185213
15
1.0
15
. 0
150
.0
150
.0
152
0 5 10 15m
Scale 1:250 @A1
Scale 1:500 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the MAX WATTERSON + ANDREW JENSEN Designed Verified
31 FLOODED GUM PLACE EROSION AND SEDIMENT AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's ASSOCIATES BLACK MOUNTAIN CONTROL PLAN
M.K.P. D.R Drawing Number
client. This drawing shall only be SURVEYORS & PLANNERS
used for this specific project.
12 MAPLE STREET
Approved
D. REYNOLDS
RPEQ No
9072
RDP: SHIRE:
PARISH:
20506 - C07
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
This drawing shall not be used COOROY, QLD 4563 COUNTY:
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 HORIZ DATUM APPROX:
A 03.03.20 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 03.03.20
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
PM 154365 - RL 127.161 MEASUREMENT BAR - INCREMENTS IN mm
7 of 7 A
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