Council archive · source document
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
WITH IECA STD DRGS SF-01 & SF-02
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 -
SF
DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD SF
DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD DWD
0
5 DWD DWD
5.0
5.2
3m
DIRTY WATER DIVERSION ROCK WEIR REMOVED AS
BUND REMOVED AS PART OF PART OF STAGE 3 ESC WORKS RO SF
C
STAGE 3 ESC WORKS RE K L
FE INE
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
DISTURBED AREAS TO BE TOPSOILED AND TEMPORARY SEDIMENTARY
HYDROMULCHED ON COMPLETION OF BASIN AREA TO BE
EARTHWORKS OR COVERED WITH MULCH IF STABILISED FOLLOWING
JOINS BELOW
BUILDING ACTIVITY IMMINENT (< 3 MONTHS) COMPLETION EARTHWORKS
CLEAN WATER DIVERSION
DRAIN REMOVED AS PART OF
STAGE 3 ESC WORKS
CWD CWD CWD CWD CWD CWD CWD CWD CWD
NOTES SF
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
3m
3. CONTRACTOR TO PREPARE CPESC CERTIFIED EROSION AND SEDIMENT CONTROL
PLAN AND INSTALL AND MAINTAIN CONTROL THROUGHOUT THE COURSE OF WORKS RO SF
C
RE K L
WEIR CALCULATIONS PHASE 2 WORK (TEMP SEDIMENT BASIN RESTORATION FE INE
R D SF
1. ALL TEMP SEDIMENT BASINS TO BE FILLED UNDER LEVEL 1 SUPERVISION AND ALL DE WE
Q10 WEIR FLOW = 0.382 m³/s ► COEFF OF RUNOFF 0.7 TA IR DW
DISTURBED AREAS STABILISED, WHEN DIRECTED BY A SUPERVISING ENGINEER IL D LIM
► INTENSITY (tc 5mins) 225 mm/hr IT
► CATCHMENT AREA 0.873 Ha DW SF OF
PHASE 3 WORK (CIVIL COMPLETION)
D CL
1. UPON COMPLETION OF ALL CONSTRUCTION, BATTERS ARE TO BE TURFED LEAVING EA
FLOW AVERAGE FLOW IN THE SEDIMENT FENCES TO CONTROL SEDIMENT AND STORMWATER RUNOFF. RI
DISTANCE LEVEL DW SF NG
DEPTH DEPTH SECTION STORMWATER RUNOFF TO PIPED SYSTEM. ROOF WATER PIT AND GULLY ROAD PIT. D
(m) (m) (m) (m) (m³/s) SEDIMENT BARRIERS ADDED
0.0 4.300 0.000 - - 2. REMOVE TEMPORARY DIRTY WATER DIVERSION BUND AND CLEAN WATER DW
LEGEND D SF
JOINS ABOVE
1.0 4.000 0.079 0.040 0.013 DIVERSION DRAIN.
SITE RP BOUNDARY 3. REMOVE ROCK LINED WEIR FOLLOWING STABILISATION OF TEMPORARY BASIN. 3.75
11.0 4.000 0.079 0.079 0.356 DW
4. STABILISE AREA WHERE ROCK LINED WEIR WAS LOCATED. D SF
ADJACENT RP BOUNDARIES 12.0 4.300 0.000 0.040 0.013
EXISTING STORMWATER TOTAL WEIR FLOW 0.382 DW
WATER LEVEL AT WEIR RL 4.079 D SF
EXISTING SEWER .
EXISTING WATER DW
DIRTY WATER DIVERSION D
EXISTING CONTOUR (0.50m INTERNALS) SF
BUND REMOVED AS PART OF
DW
0 5
PROPOSED CONTOUR MAJOR (1.0m INTERVALS) STAGE 3 ESC WORKS
4.0 4.2
D
PROPOSED CONTOUR MAJOR (0.25m INTERVALS) 1 1 10m ROCK LINED WEIR 1 1 ADJACENT 0.8m HIGH BUND SF
DW
D
0.3
0.3
PROPOSED EARTHWORKS PLATFORM 1
PROPOSED TOP OF BANK WEIR LEVEL RL 4.0 WEIR LEVEL RL 4.0
AREA OF EARTHWORKS
SF
NO
DWD
M1
MIN
MIN
0.5
0.5
SEDIMENT FENCE :2 1
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg
SF
REFER IECA STD DRGS SF-01 & SF-02
PLACE ROCK (CONSISTING OF 100-150mm ROCK SPALL) DIRTY WATER DIVERSION BUND REFER ELEVATION
DWD
DIRTY WATER DIVERSION BUND TO FORM A DENSE, WELL-GRADED MASS WITH MINIMUM REFER DETAIL FOR ROCK DETAILS NATURAL
REFER IECA STD DRGS DB-01 AND C004 VOIDS, TO A THICKNESS OF 200mm. SURFACE
SF
CLEAN WATER DIVERSION DRAIN THE FINISHED SURFACE SHALL BE FREE OF POCKETS OF
CWD REFER IECA STD DRGS DC-01 AND C004 SMALL ROCK OR CLUSTERS OF LARGE ROCKS, W
PRODUCING A RELATIVELY SMOOTH, UNIFORM SURFACE. - SF
ROCK LINED WEIR ELEVATION SECTION W
NOT TO SCALE NOT TO SCALE -
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 2 & 3 18556-C005
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
5 of 5 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
18556-C001_C005_[A] - full set.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.8 MB (small file)
- File type
No other editions are linked here.