Council archive · source document
Amended Plan rec'd 13-8-26 260139-OPW-1-(REV C) · OPW26/0095
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
DRAWING INDEX
DRAWING No. REV DRAWING TITLE
260139-OPW-1-001 C COVER SHEET
260139-OPW-1-010 C GENERAL NOTES
260139-OPW-1-200 C EARTHWORKS PLAN EROSION & SEDIMENT CONTROL PLAN
SITE LOCATION 260139-OPW-1-225 C EROSION & SEDIMENT CONTROL NOTES & DETAILS
260139-OPW-1-300 C DRIVEWAY SITE PLAN
260139-OPW-1-320 C DRIVEWAY LONG-SECTION & TYPICAL CROSS SECTION
IMAGE (NEARMAP)
PROJECT
RESIDENTIAL DRIVEWAY
CLIENT
MEGAN O'LEARY &
REES MADDREN
SITE ADDRESS
392 SISTER CREEK ROAD
KIN KIN, QLD
PROJECT NO. STAGE DRAWING NO. STATUS REV NO.
260139 1 OPW-1-001 APPROVAL C
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of sections 2 to 5 (of 9)
Section 2
GENERAL NOTES: STORMWATER NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH LOCAL AUTHORITY SPECIFICATIONS. 1. ALL STORMWATER DRAINAGE TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA,
2. CHECK ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK, DIMENSIONS IN METRES UNLESS OTHERWISE QDUM AND AS3500.
STATED. DO NOT SCALE FROM DRAWINGS. 2. ALL PVC-U STORMWATER PIPES TO BE CLASS SN8 U.N.O.
3. CHECK SITE BOUNDARY DIMENSIONS FROM THE TITLE PLANS. 3. ALL PP (STORMPRO OR OTHER APPROVED PRODUCT) PIPES TO BE CLASS SN8 U.N.O.
4. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED DATA. IT IS THE CONTRACTORS 4. ALL STORMWATER PIPES TO BE RUBBER RING JOINTED.
RESPONSIBILITY TO CONFIRM THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT 5. FINAL LID AND GRATE LEVELS OF MANHOLES AND PITS TO BE ADJUSTED ON SITE TO
OF ANY WORK. SUIT ALL EARTHWORKS AND FINISHED SURFACE LEVELS.
5. AT COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE REINSTATED TO DESIGN DRAWINGS OR 6. PIPE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH LOCAL COUNCIL, IPWEA, QDUM AND
EXISTING SURFACE. AS3500 FOR PVC-U PIPES AND SPECIFICATION FOR R.C. PIPES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO INFRASTRUCTURE. REPAIRS OR 7. MAINTENANCE HOLES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL AUTHORITY.
REINSTATEMENT TO BE CARRIED OUT TO THE SATISFACTION OF SUPERINTENDENT. 8. TYPE 2 BEDDING TO BE USED TO ALL STORMWATER PIPES UNLESS NOTED OTHERWISE.
7. UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT OR APPROVING AUTHORITY MATERIALS SPECIFIED 9. EXCAVATION, BEDDING AND BACKFILL OF STORMWATER PIPES TO BE IN ACCORDANCE
ARE TO BE USED. WITH IPWEA DRG. No. DSD-201.
8. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE HEALTH AND SAFETY ALL FIELD INLETS TO BE TYPE 2 IN ACCORDANCE WITH IPWEA DRG. No. DSD-401 UNLESS NOTED OTHERWISE.
REQUIREMENTS. 10. REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION OF GROSS POLLUTANT TRAPS. (IF
9. THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE APPROVED FOR THE SITE)
INTEGRITY OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION 11. UNLESS NOTED OTHERWISE, A MINIMUM COVER OF 600mm SHALL BE MAINTAINED OVER ALL
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED. STORMWATER PIPES UNDER ROADWAYS AND A MINIMUM COVER OF 450mm SHALL BE MAINTAINED FOR
ALL INTERALLOTMENT DRAINAGE.
SAFETY/SAFETY IN DESIGN 12. CONTRACTOR TO MAINTAIN A 1.0m CLEARANCE WITH INTERALLOTMENT STORMWATER PIPES TO SEWER
1. THERE ARE INHERENT RISKS WITH CONSTRUCTING, MAINTAINING, OPERATING, DEMOLISHING AND DISPOSING. MAINS (O.D. TO O.D.)
WE NOTE THIS DESIGN IS TYPICAL OF SIMILAR DESIGNS. AS FAR AS IS REASONABLY PRACTICABLE, RISKS HAVE 17. DRAINAGE CONNECTIONS TO KERB AND CHANNEL REFER TO LOCAL AUTHORITY STD DRG RSD-201.
BEEN ELIMINATED OR MINIMISED THROUGH THE DESIGN PROCESS. HAZARD CONTROLS MUST STILL BE 13. THE CONTRACTOR IS TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES AND
IMPLEMENTED BY THE CONTRACTOR, OWNER OR OPERATOR TO ENSURE THE SAFETY OF WORKERS. WE DID NOT STRUCTURES.
IDENTIFY ANY UNIQUE RISKS ASSOCIATED WITH THE DESIGN. 14. UPON COMPLETION, ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND
2. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL RELEVANT LEGISLATION OTHER BLOCKAGES.
15. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER
DRAINAGE ASSETS FOR APPROVAL BY THE ENGINEER AND/OR LOCAL AUTHORITY.
EARTHWORKS NOTES: 16. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY
1. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS THE CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE
3798 AND CURRENT LOCAL AUTHORITY. CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING
2. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY AND THE RESPONSIBILITY OF OTHER PARTIES.
OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS.
3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL STRUCTURES,
DEBRIS AND FENCES FROM THE SITE.
4. FILL SHALL BE SOUND MATERIAL APPROVED BY THE ENGINEER, FREE OF ANY
ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORM A STABLE FILL.
5. FILL TO BE PLACED IN MAXIMUM 150mm LIFTS, UNLESS APPROVED OTHERWISE
AND COMPACTED TO SPECIFICATION.
6. COMPACTION TEST RESULTS TO BE SUBMITTED TO ENGINEER FOR APPROVAL
PRIOR TO PLACEMENT OF EACH LAYER.
7. LEVEL 1 CERTIFICATION IS REQUIRED IN ACCORDANCE WITH AS 3798.
8. ALL STRUCTURES ARE TO BE CONSIDERED WITH THE STRUCTURAL LOADING
FROM EARTHWORKS.
9. ANY AREA DISTURBED OUTSIDE OF THE WORKS AREA SHOWN SHALL BE
REHABILITATED TO PRE-CONSTRUCTION CONDITIONS, AT THE CONTRACTORS
EXPENSE.
10. THE FINISHED SURFACE SHALL BE FREE DRAINING AT MINIMUM 1:100 UNLESS
OTHERWISE STATED ON PLANS.
11. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE MINIMUM DRY DENSITY RATIO
(M.D.D.R) OF 100% STD.
12. MINIMUM RELATIVE COMPACTION:
· BUILDING PLATFORM (98% STD AS1289.S.1.1
· ROAD SUBGRADE (98% STD AS1289.S.1.1)
13. ALL LEVELS TO BE CROSS REFERENCED WITH ARCHITECTURAL DRAWINGS.
SURVEY DATA
CONTOURS BY LIDAR
RP DESCRIPTION
LOT 1 SP 241381
APPROVED CLIENT PROJECT DRAWING
DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY GENERAL NOTES
RPEQ NO: 8480 DESIGN JW
REES MADDREN PROJECT NO. STAGE NO. DRAWING NO. REV NO.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE
10.07.26 CHECK CC 392 SISTER CREEK ROAD
B FOR APPROVAL 29.07.26 CC
SIGNED KIN KIN, QLD 260139 1 OPW-1-010 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
www.infinityce.com.au | ABN 72 677 371 532 | INFINITY CE PTY LTD
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: JESSWARD(2026-07-06) Last Plotted: 2026-08-12
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-010.DWG
Section 3
EXISTING LEGEND
SUBJECT PROPERTY BOUNDARY
87.00
4.00 MAJOR CONTOUR 0
82.0
MINOR CONTOUR
67
.0
65.00 0
FENCE 69.0
0
GATE 0
89.0 .00
20.000 SURFACE LEVEL 68
00
0
.
84
86.0
TREE
75
.0
0
71.00
.00
PROPOSED LEGEND
70
0
81.0
72.0
0
.00
88
CUT 94.00
74
.0
0
0
FILL
.0
69
74.0
0
50.00 MAJOR CONTOUR 1.0m INTERVAL
65
83.00
.0
SEDIMENT FENCE
0
75
59.0
ROCK CHECK DAM
.00
0
77.00
58.00
76
EARTHWORKS QUANTITIES 0
.0
57.00
61.0
2,627m3
96.0
EARTHWORKS CUT:
62
0
.0
0
1,630m3
0
EARTHWORKS FILL:
100.00
BALANCE: 997m3 78.00
10
1.0
84.00
99.00
91.00
0
0
93
80.00 79.0
NOTES:
91.00
.0
90.00
0
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES BASED OFF 84.00
LIDAR AND DESIGN.
PROPOSED FILL AREA
2. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
98.0
0
85.00
150mm TOPSOIL STRIP AND 150mm BELOW FINISHED SURFACE. 85.0
0
72.00
87
NOTES: .00
97.0
103.00
72.0
1. FOR GENERAL NOTES REFER DRG C-00010. 89
0
.00
0
2. FOR EROSION AND SEDIMENT CONTROL NOTES &
STANDARD DETAILS REFER DRG C-00225.
92.0
71
0
.00
62.00
1 0
92.0
0
86.0
51.00
62
.00 SP241381
0
0
.0
.0
94
95
96.00
90
.00 93.00
.00
86.0
51
0
83
.00
70.00
PROPOSED DWELLING
95.0
98.00
AREA
88
0
.0
0
0
97.0
.00
88.0
2 0
83.00 10
85 103.00
.00
80.00
103.0
.00
0
96.00
78.00
53 93
89.0
0
.00
91.0
77
99.0
81
.
0
82.00
00
0
76.00
.00
0
80.0
79.00
101
100.00
100.00
0
.00
75.0
10
101.00
0
0.
79.0
10
00
4.
00
103.00
102.00
73
.0
99
0
.0
0
101.00
101.00 101
10
.00
2.0
0
100.00
98
84.00
.0
0
69.00
50
0
97
.00
85.0
68.00 0
.0
100.00
Section 4
67.0 .0
96.0
0
66.0 0 78
0
0
97
.00
99
.0
0
56.0
0
64 .0
91.00
0
.00 90
0
95.0
63
.0
0
0
.00
60.00
.0
94.00
95
88
93.00
0
94
.0
.00
77
92
.00
.00
90
55.00
0
87.00
86.0
83.00
87.0
86.00
92.00 0
90
56.00
.0
0
87
76.00
58.00
. 00
83.00
82
.00
89.0
81.00
57.0
0
88
0
.0
0
88.00
87
.0
84.00
0
86.0
83.00
0
0
85.00
0
.0
83.0
82.00 85 0
59.00 81.00 .00 80 79.0 84.0
77
.00 78
.00
78.00 0
75
79.00
.00
7.00
83.00
7
54
.0
0
80.00
0
80.0
.00
0
51
76
76.0
.00
.0 0
83
74.00
75.0
0
75.00
74.0
.00
73.00
73
0
65.00
.00
79
APPROVED CLIENT PROJECT DRAWING
DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY EARTHWORKS PLAN N
RPEQ NO: 8480 DESIGN JW
REES MADDREN EROSION & SEDIMENT CONTROL PLAN PROJECT NO. STAGE NO. DRAWING NO. REV NO.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE 0m 12.5 25
10.07.26 CHECK CC 392 SISTER CREEK ROAD W E
B FOR APPROVAL 29.07.26 CC A1 1:500
SIGNED KIN KIN, QLD 260139 1 OPW-1-200 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
This work is copyright and cannot be reproduced
www.infinityce.com.au | ABN 72 677 371 532 | INFINITY CE PTY LTD S
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: JESSWARD(2026-08-12) Last Plotted: 2026-08-12
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-200.DWG
[OCR of page images]
EXISTING LEGEND
—————————— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR
MINOR CONTOUR
FENCE
a GATE
SURFACE LEVEL
TREE
PROPOSED LEGEND
50.00: MAJOR CONTOUR 1.0m INTERVAL
SF SEDIMENT FENCE
a ROCK CHECK DAM
[EARTHWORKS QUANTITIES
EARTHWORKS CUT: —2,627m?
EARTHWORKS FILL: — 1,630m*
IBALANCE: 997m>
NOTES:
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES BASED OFF
LIDAR AND DESIGN.
2. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
150mm TOPSOIL STRIP AND 150mm BELOW FINISHED SURFACE.
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00010.
2. FOR EROSION AND SEDIMENT CONTROL NOTES &
STANDARD DETAILS REFER DRG C-00225.
APPROVED
PROPOSED DWELLING
AREA
yA
PROPOSED FILL AREA
CHARLES COOK
RPEQ NO: 8480
UPDATED QUANTITIES 72.08.26 | CC | APPROVED DATE
FOR APPROVAL 29.07.26 | cc [10.07.26
SIGNED
FOR APPROVAL 10.07.26 | cc
V DESCRIPTION DATE APPR]
INFINITY
CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES.
“uw intrityce com au | ABN 72 677 371 532 | INFINITY CE PTY LTO
MEGAN O'LEARY &
REES MADDREN
PROJECT
RESIDENTIAL DRIVEWAY
392 SISTER CREEK ROAD
KIN KIN, QLD
DRAWING
EARTHWORKS PLAN
EROSION & SEDIMENT CONTROL PLAN
STATUS APPROVAL
PROJECTNO. STAGENO. DRAWING NO.
260139 1 OPW-1-200
REV NO.
Section 5
GENERAL:
1. TO BE READ IN CONJUNCTION WITH 'SEDIMENT CONTROL DEVICES', REFER STD DRG IPWEA DS-040 & 2m (MIN) 2m (MIN)
DS-041. FLOW CONTROL BERM INCORPORATED INTO THE
MINIM ROCK PAD IF THE PAD RECEIVES RUNOFF FROM
2. TEMPORARY DRAINAGE CONTROL FLOW SHOULD BE DIVERTED AROUND THE WORK SITE WHERE U M LEN
GTH 1 THE BUILDING SITE (LOCATION MAY VARY) BUILDING
POSSIBLE. 0m (M
IN) SITE
3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE 40-75mm CRUSHED ROCK 300mm (MIN) BUILDING LAND LAND
10m (MIN)
10m (MIN)
COMMENCING UP-SLOPE EARTHWORKS. SITE SLOPE SLOPE
4. CONTROL MEASURES TO BE INSPECTED AT LEAST WEEKLY AND AFTER SIGNIFICANT RUNOFF 150-200mm N
MI KERB
PRODUCING STORMS. m
2.0 SEDIMENT FENCE
5. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER DY
MULCHED, COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED UP-SLOPE RUNOFF
R P B FOOTPATH MAKE SAFE FOR MAKE SAFE FOR
DIRECTED TO AN FOOTPATH FOOTPATH
TO BE DELAYED FOR MORE THAN I4 DAYS. APPROPRIATE ROADWAY PEDESTRIAN TRAFFIC PEDESTRIAN TRAFFIC
MAKE
6. CONTROL MEASURES MAY BE REMOVED WHEN ON-SITE EROSION IS CONTROLLED AND 70% SEDIMENT TRAP PEDE S A
STRIA FE TO
PERMANENT SOIL COVERAGE IS OBTAINED OVER ALL UPSTREAM DISTURBED LAND. GEOTEXTILE FILTER CLOTH (MANDATORY N TRA
FFIC ROADWAY ROADWAY
7. STRAW BALE SEDIMENT TRAPS ARE TO BE SECONDARY OPTION WHICH GENERALLY SHOULD NOT BE WHEN WORKING ON CLAYEY SOILS)
USED IF OTHER OPTIONS ARE AVAILABLE.
8. ALL CAPTURED RUNOFF MUST BE TREATED TO <75NTU PRIOR TO DISCHARGE. (a) ROCK ENTRY/EXIT PAD FOR BUILDING SITES (b) ROCK PAD SLOPING AWAY FROM ROAD
9. SITE TO BE PROGRESSIVELY STABILISED, AIMING FOR 60% STABILISATION WITHIN 20 DAYS FROM START (c) ROCK PAD SLOPING TOWARD THE ROAD
OF WORKS AND 70% OR GREATER WITHIN 2 MONTHS.
10. ALL INLET PITS TO BE PROTECTED IMMEDIATELY.
11. EROSION AND SEDIMENT CONTROL MEASURES TO BE PROGRESSIVELY REMOVED AS SITE
STABILISATION IS ACHIEVED. ROCK PADS FOR BUILDING CONSTRUCTION NOTES:
SEDIMENT CONTROL MATERIALS
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL SITES ROCK: WELL GRADED, HARD, ANGULAR, EROSION RESISTANT ROCK, NOMINAL DIAMETER OF 40 TO 75mm. FOOTPATH
EROSION CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS. THE BASIC N.T.S STABILISING AGGREGATE: 25 TO 50mm GRAVEL OR AGGREGATE (IF REQUIRED). GEOTEXTILE FABRIC: HEAVY-DUTY,
PRINCIPLES ARE TO: NEEDLE-PUNCHED, NON-WOVEN FILTER CLOTH (‘BIDIM’ A24 OR EQUIVALENT).
- MINIMISE THE AREA OF DISTURBANCE;
- CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; INSTALLATION
- MINIMISE EROSION; 1. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED PERIODS OF
- MINIMISE SEDIMENTATION; RAINFALL, AFTER RUNOFF-PRODUCING RAINFALL, OR OTHERWISE AT FORTNIGHTLY INTERVALS.
- PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE 2. IF SAND, SOIL, SEDIMENT OR MUD IS TRACKED OR WASHED ONTO THE ADJACENT SEALED ROADWAY, THEN
2. SEDIMENT & EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE SUCH MUST BE PHYSICALLY REMOVED, FIRST USING A SQUARE-EDGED SHOVEL, AND THEN A STIFF-BRISTLED
CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED BROOM, AND THEN BY A MECHANICAL VACUUM UNIT, IF AVAILABLE.
NECESSARY THROUGHOUT CONSTRUCTION. 3. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY BE WASHED CLEAN AFTER ALL
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL REASONABLE EFFORTS HAVE BEEN TAKEN TO SHOVEL AND SWEEP THE MATERIAL FROM THE ROADWAY.
ORDER AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF 4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH MATERIAL AND THE EFFECTIVENESS OF THE
MAINTENANCE OF WORKS. ROCK PAD IS REDUCED TO A POINT WHERE SEDIMENT IS BEING TRACKED OFF THE SITE, A NEW 100mm LAYER
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE OF ROCK MUST BE ADDED AND/OR THE ROCK PAD MUST BE EXTENDED.
SUPERINTENDENT. SHALL BE COMPLETED AND EFFECTIVE PRIOR TO: 5. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (e.g. FLOW CONTROL BERM) ARE MAINTAINED IN
a. STRIPPING OF TOPSOIL AND GRASS. ACCORDANCE WITH THEIR DESIRED OPERATIONAL CONDITION.
b. BULK EARTHWORKS TO THE SITE. 6. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN EROSION OR POLLUTION HAZARD.
c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION.
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN
WRITING FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS. OPTIONAL GEOTEXTILE SPLASH PAD PLACED
6. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT/EROSION CONTROL DEVICES SHALL BE BELOW DAM TO REDUCE EROSION AT THE BASE
MAINTAINED AT A SUITABLE LEVEL/CONDITION THROUGHOUT CONSTRUCTION TO THE SATISFACTION 1 OF THE CHECK DAM (GENERALLY NOT REQUIRED)
OF THE SUPERINTENDENT. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN CAPACITY IS REDUCED
BY 30%.
7. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION
WITH THE APPROVED DRAWINGS.
8. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE 1
SUPERINTENDENT FOR THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE
TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
9. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN 150mm (MIN)
SERVICE, CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE A A
OUTER WING POINTS A TO BE AT
B
AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT. LEAST 150mm ABOVE CREST B
10. SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.
11. WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY CONTRACTOR. SECTION 1-1 'RETURNS' PLACED AT 20m SPACING
SEDIMENT FENCE: FIGURE 1 - LAYOUT PROFILE OF CHECK DAMS 3m (MAX.) WITH WIRE (MAX.) IF FENCE IS LOCATED ALONG
1. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. (ROCK CHECK DAMS SHOWN) DIRECTION OF BACKING OTHERWISE 2m THE CONTOUR. OTHERWISE 5 TO 10m
2. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT AREA 0.6Ha PER 100m FLOW (MAX.) DEPENDING ON SLOPE
1.5m
LENGTH OF FENCE
(MIN)
3. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON SMALL WORK SITES, I.E. ROCK CHECK DAMS
OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS N.T.S
NOT EXPECTED.
4. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE LAYOUT SHALL CONFORM TO
'TYPICAL LAYOUT' ACROSS GRADE.
5. FENCES ARE REQUIRED 2m MIN. FROM TOE OF CUT OR FILL BATTERS, WHERE NOT PRACTICAL ONE
FENCE CAN BE AT THE TOE WITH A SECOND FENCE 1m MIN AWAY. FENCE SHOULD NOT BE LOCATED
PARALLEL WITH TOE IF CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
TEMPORARY CONSTRUCTION ENTRY / EXIT:
1. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM ENTRY/EXIT. ALL SUPPORT POSTS PLACED
2. WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER. DOWN-SLOPE OF FABRIC
STANDARD SPECIFICATIONS:
DRAWING TO BE READ IN CONJUNCTION WITH INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) FABRIC BURIED
AUSTRALASIA BEST PRACTICES STANDARD DRAWINGS & SPECIFICATIONS. IECA STANDARD DRAWINGS 200mm
GENERALLY AS LISTED BELOW BUT NOT LIMITED TO: SEDIMENT FENCE FABRIC, NOT
EXIT-01 - CONSTRUCTION EXIT - ROCK PAD FILTER CLOTH OR SHADE CLOTH
EXIT-02 - CONSTRUCTION EXIT - ROCK PAD
EXIT-03 - ROCK PADS FOR BUILDING SITES
CD-01 - CATCH DRAINS
CD-02 - CATCH DRAINS - EARTH LINED INSTALLATION OF SEDIMENT
RCD-01 - CHECK DAMS
FF-01 - FILTER FENCE FENCE
SF-01 - SEDIMENT FENCE N.T.S
SF-02 - SEDIMENT FENCE
ESC-02 - GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP SEDIMENT FENCE CONSTRUCTION NOTES
ESC-03 - KERB INLET SEDIMENT TRAPS 1. SEDIMENT FENCE TO BE INSTALLED ALONG A LINE OF CONSTANT GROUND ELEVATION WHEREVER
R-01 - RENEGOTIATION - GENERAL PRACTICAL.
2. BOTH ENDS OF THE SEDIMENT FENCE TO EXTEND UP THE SLOPE AT LEAST 1m.
3. SUPPORT POST TO BE SPACED MAXIMUM 2m UNLESS THE FENCE IS SUPPORTED BY ATOP WIRE OR
WORE MESH BACKING, IN WHICH CASE 3m MAXIMUM SPACING.
4. FENCE 'RETURN' SHALL BE INSTALLED AT MAXIMUM 20m SPACING IF FENCE IS INSTALLED ALONG THE
CONTOURS, OTHERWISE 5 TO 10m MAXIMUM SPACING.
5. MINIMUM 4 STAPLES OR TIE WIRES PER STAKE.
APPROVED CLIENT PROJECT DRAWING
DRAWN DS STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY EROSION & SEDIMENT CONTROL
RPEQ NO: 8480 DESIGN JW
REES MADDREN NOTES & DETAILS PROJECT NO. STAGE NO. DRAWING NO. REV NO.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE
10.07.26 CHECK CC 392 SISTER CREEK ROAD
B FOR APPROVAL 29.07.26 CC
SIGNED KIN KIN, QLD 260139 1 OPW-1-225 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
www.infinityce.com.au | ABN 72 677 371 532 | INFINITY CE PTY LTD
REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
SHEET SIZE A1
Last saved by: JESSWARD(2026-07-06) Last Plotted: 2026-08-12
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-225.DWG
The text continues on section 6.
Used in these records
Amended Plan rec'd 13-8-26 260139-OPW-1-(REV C).pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.