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18556-C001_C005_[A] - full set · OPW19/0098
Attached to the e-mail Operational Works application OPW19/0098 - Cover Letter - DA Form 1 - Site Plan - Erosion & Sediment Control checklist - Acid Sulfate Report - Civil Plans - 64 Gateway Drive Noosaville -.
SEDIMENT FENCE IN ACCORDANCE PROVIDE ROCK LINED SUMP FOR PUMPING
WITH IECA STD DRGS SF-01 & SF-02 OUT TREATED WATER (1.0m DEEP)
SF SF SF SF SF SF LIMIT OF CLEARING
SF
3m
SF SF SF SF SF
W
SF SF SF SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF -
C005
SF
DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD SF
DWD DWD DWD DWD TOP OF DWD BUND RL 4.30 MIN
DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD
0
5 DWD DWD W
5.0
5.2 EI
R
LE
VE
3m
LR
L4
RO .00 SF
C
RE K LI
FE NE
R D SF
DE WE
TA IR DW
IL D
EXIT INSTALL CONSTRUCTION ENTRY/EXIT IN
ACCORDANCE WITH IECA STD DRG EXIT-02 DW
D
DW
D
DW
D
4.75
0 5 0 3.75
4.5 4.2 4.0
JOINS BELOW
AREA UP TO RL 4.00 TO BE USED
AS TEMPORARY SEDIMENT BASIN
DURING EARTHWORKS PHASE
TOTAL VOLUME = 450m³
CWD CWD CWD CWD CWD CWD CWD CWD CWD
NOTES
1. FOR NOTES REFER TO DRAWING C001
2. ANY FILLING REQUIRED WITHIN LOTS ASSOCIATED WITH THE CONSTRUCTION AND
DECOMMISSIONING OF TEMPORARY SEDIMENT BASINS IS TO BE UNDERTAKEN WITH
LEVEL 1 GEOTECHNICAL SUPERVISION
3. CONTRACTOR TO PREPARE CPESC CERTIFIED EROSION AND SEDIMENT CONTROL
PLAN AND INSTALL AND MAINTAIN CONTROL THROUGHOUT THE COURSE OF WORKS
PHASE 1 WORK (BULK EARTHWORKS)
1. PRIOR TO IMPLEMENTING EROSION AND SEDIMENT CONTROLS. CLEAN SF
CATCHMENTS UPSTREAM MUST BE DIVERTED AROUND SUBJECT SITE AND
PROTECTED OF DOWNSTREAM CATCHMENTS MUST BE ESTABLISHED. CUT AND FILL
BULK EARTHWORKS IS COMMENCED IN THIS STAGE. TEMPORARY SEDIMENT BASINS
TO BE CONSTRUCTED AND MAINTAINED AS WORK PROGRESSES
3m
OPTIONAL EARTH EMBANKMENT CLEAN WATER CALCULATIONS RO SF
TO INCREASE FLOW CAPACITY C
1000mm (MIN) 600mm (MIN) Q2 FLOW = 0.014 m³/s ► COEFF OF RUNOFF 0.8 RE K L
INSTALL GEOFABRIC TO AND/OR ACT AS FREEBOARD FE INE
► INTENSITY (tc 5mins) 160 mm/hr R D SF
INVERT (PINNED) DE WE
► CATCHMENT AREA 0.040 Ha TA IR DW
LEGEND BATTER GRADE
IL D LIM
DIRECTION 2 IT
SITE RP BOUNDARY (MAX) SF OF
OF INFLOW 1 0.67 0.50 -1 DW
MANNING'S FORMULA Q=AxR x Sf xn D CL
ADJACENT RP BOUNDARIES EA
CHANNEL CHARACTERISTICS RI
EXISTING STORMWATER DW SF NG
MANNING'S COEFF 0.025 D
EXISTING SEWER BED SLOPE 1 in 62.5 (1.60%)
LEFT BANK SLOPE 1 in 2 DW TO SF
EXISTING WATER D P
JOINS ABOVE
250mm
BED WIDTH 0.000m OF
(MIN)
EXISTING CONTOUR (0.50m INTERNALS) RIGHT BANK SLOPE 1 in 2 3.75 DW
DW D B
0 5
PROPOSED CONTOUR MAJOR (1.0m INTERVALS) D UN SF
4.0 4.2
Q2 FLOW = 0.014 m³/s DEPTH OF Q2 FLOW 0.104 m D
PROPOSED CONTOUR MAJOR (0.25m INTERVALS) VELOCITY 0.654 m/s RL
DW 4.3
PROPOSED EARTHWORKS PLATFORM TYPICAL PROFILE OF CLEAN WATER DIVERSION DRAIN D*V (depth * velocity) 0.068 D 0M
IN SF
PROPOSED TOP OF BANK SCALE: 1 : 25 ( A = 0.022 m² | P = 0.465 m | R (A/P) = 0.047 m )
DW
D
PROPOSED TOE OF BANK SF
PROPOSED TEMPORARY VEGETATION INSTALL 1.5m WIDTH DW
PROTECTION FENCING GEOFABRIC TO INVERT DIRTY WATER CALCULATIONS D
(PINNED) 500mm (MIN) SF
EXTENT OF VEGETATION Q2 FLOW = 0.160 m³/s ► COEFF OF RUNOFF 0.6 DW
300mm
(MIN)
► INTENSITY (tc 5mins) 160 mm/hr D
► CATCHMENT AREA 0.600 Ha
LANDSCAPE BUFFER ZONE DIRECTION BATTER GRADE
2
OF INFLOW (MAX)
1
SF
DWD
MANNING'S FORMULA Q = A x R 0.67 x Sf 0.50 x n -1
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg
ENVIRONMENTAL BUFFER ZONE
CHANNEL CHARACTERISTICS
MANNING'S COEFF 0.025
TEMPORARY SEDIMENT BASIN BED SLOPE 1 in 69 (1.45%)
SF
LEFT BANK SLOPE 1 in 100
AREA OF EARTHWORKS BED WIDTH 0.000m
RIGHT BANK SLOPE 1 in 2
SEDIMENT FENCE SF
SF Q2 FLOW = 0.160 m³/s DEPTH OF Q2 FLOW 0.076 m
REFER IECA STD DRGS SF-01 & SF-02
VELOCITY 0.543 m/s
DIRTY WATER DIVERSION BUND D*V (depth * velocity) 0.041
DWD
REFER IECA STD DRGS DB-01 AND C004 TYPICAL PROFILE OF DIRTY WATER DIVERSION BUND ( A = 0.295 m² | P = 7.770 m | R (A/P) = 0.038 m )
CLEAN WATER DIVERSION DRAIN
CWD REFER IECA STD DRGS DC-01 AND C004 SCALE: 1 : 25
REFER DRAWING NO 18556-P001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to JF DR
copyright in accordance with the 64 GATEWAY DRIVE PTY LTD Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE BULK EARTHWORKS 1 : 250 A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
Sunshine Coast:
13/6-12 Bottlebrush Ave
GA DR EROSION & SEDIMENT CONTROL Drawing Number
used for this specific project. martoo
consulting
P.O.Box 1684
Noosa Heads QLD 4567
Ph: 07 5455 2550
Approved
D REYNOLDS
RPEQ No
9072 RDP LOT 13 ON SP170295 PHASE 1 18556-C004
This drawing shall not be used pty ltd
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA COUNCIL
Gympie: Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as town planners + 38 Nash Street PO Box 61, Noosaville, QLD 4566
A 26.04.19 OPW APPLICATION JF P.O. Box 391 ROL APPROVAL VERT DATUM AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
urban designers
+ surveyors
Gympie QLD 4570
Ph: 07 5482 7440
[email protected] www.todconsulting.com
ABN 39 128 805 336
26.04.19 OPW APPROVAL RL DATUM PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
4 of 5 A
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