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2020083- Plans
Attached to the e-mail Operational Works Application OPW20/0191 - 707 Kinmond Creek Rd Cootharaba.
Plans and drawings
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Log in to see the plans as drawn Proposed Earthworks
Engineering Plans
at
707 Kinmond Creek Rd, Cootharaba
For
M. Klein
SITE OF WORKS
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Index & Locality Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 01 of 07 Issue -
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Page 2
LEGEND
0 10 20 30 40 50m
SCALE 1:1000 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Existing Features Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 02 of 07 Issue -
Page 3
LEGEND
EARTHWORKS QUANTITIES (APPROX.)
EARTHWORKS CUT: 1220m³
FILL REQUIRED: 1160m³
EXPORT: 60m³
NOTES:
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
2. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
EARTHWORKS AND NATURAL SURFACE.
3. CUT IS TO TOP OF SUBGRADE
4. NO SURVEY PROVIDED. EARTHWORKS TAKEN OFF COUNCIL
CONTOURS. SO QUANTITIES ARE APPROX. ONLY.
KINMOND CREEK RD
RD
EEK
CR
ND
I NMO
K
0 10 20 30 40 50m
SCALE 1:1000 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Proposed Earthworks Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 03 of 07 Issue -
Page 4
LEGEND
X X
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S.P.
X
S.P.
X
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KINMOND CREEK RD
X
X
R D
EK
RE
NDC
MO
KIN
0 2 4 6 8 10m
SCALE 1:200 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Erosion & Sediment Control Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028 - Stage 1
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 04 of 07 Issue -
Page 5
LEGEND
X X
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X
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STAGE 2 STAGE 2
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X X X X X X X X X X X X X X X X X X X X X
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KINMOND CREEK RD
X X
RD
X
EEK
D CR
N
MO
KIN
STAGE 2
0 2 4 6 8 10m
SCALE 1:200 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Erosion & Sediment Control Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028 - Stage 2
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 05 of 07 Issue -
Page 6
LEGEND
X X
STAGE 3
X
X
X
X X
X X
X
X
X
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X X X X
X X
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KINMOND CREEK RD
X
R D
EK
RE
NDC
MO
KIN
0 2 4 6 8 10m
SCALE 1:200 A3
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Erosion & Sediment Control Plan
Date October 2020 Drawn JAG Checked CAG PO Box 5028 - Stage 3
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 06 of 07 Issue -
Page 7
ETRES
AT MAX. 2.5 M CENTRES
SELF-SUPPORTING
ID TH 3 M
GEOTEXTILE MIN. W
500 MM TO 600 MM DIRECTION OF CONSTRUCTION SITE MIN.
FLOW LENG
TH 15
METR
ES
200 MM MIN.
600 MM MIN.
ON SOIL, 150 MM X 100 MM
DARY
TRENCH WITH COMPACTED BOUN
ERTY
BACKFILL AND ON ROCK, SET 300 MM MIN. PROP
INTO SURFACE CONCRETE
SECTION DETAIL
DISTURBED AREA
RUNOFF DIRECTED TO
SEDIMENT TRAP/FENCE
DIRECTION OF
FLOW
DGB 20 ROADBASE OR
1.5 M STAR PICKETS
30 MM AGGREGATE
AT MAX. 2.5 M CENTRES
EXISTING ROADWAY
GEOTEXTILE FABRIC DESIGNED TO
PREVENT INTERMIXING OF SUBGRADE
AND BASE MATERIALS AND TO MAINTAIN
GOOD PROPERTIES OF THE SUB-BASE LAYERS.
GEOFABRIC MAY BE A WOVEN OR NEEDLE-PUNCHED
PRODUCT WITH A MINIMUM CBR
BURST STRENGTH (AS3706.4-90) OF 2500 N
UNDISTURBED AREA
N.T.S.
20 M MAX. CONSTRUCTION NOTES
SWMP/ESCP) 1. STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE.
OTHERWISE ON
(UNLESS STATED 2. COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE.
3. CONSTRUCT A 200 MM THICK PAD OVER THE GEOTEXTILE USING ROAD BASE
FLOW OR 30 MM AGGREGATE.
4. ENSURE THE STRUCTURE IS AT LEAST 15 METRES LONG OR TO BUILDING
ALIGNMENT AND AT LEAST 3 METRES WIDE.
5. WHERE A SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS,
CONSTRUCT A HUMP IN THE STABILISED ACCESS TO DIVERT WATER TO THE
SEDIMENT FENCE
MIN. 1.5 M
STAR PICKETS AT MAXIMUM PLAN
2.5 M SPACINGS
N.T.S.
CONSTRUCTION NOTES
1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE RET
SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONE 5 ME URN T
SECTION. THE CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF CONCENTRATED AT TRE URF CONSTRUCTION NOTES
ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT. S TO STR
PRE IPS EV 1. INSTALL A 2 x 400mm MINIMUM WIDE ROLL OF TURF ON THE
2. CUT A 150-MM DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC VEN E
TO BE ENTRENCHED. T SC RY VERGE NEXT TO THE KERB AND AT THE SAME LEVEL AS THE TOP
OUR OF THE KERB.
3. DRIVE 1.5 METRE LONG STAR PICKETS INTO GROUND AT 2.5 METRE INTERVALS (MAX) AT THE DOWNSLOPE
2. LAY 1.4 METRE LONG TURF STRIPS NORMAL TO THE KERB EVERY
EDGE OF THE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS. TRE
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOES TO THE 1 ME 5 METRES.
BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THE
MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OF
SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.
5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150-MM OVERLAP.
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY OVER THE
M MIN.
GEOTEXTILE. TUR
F 800 M
KER
B
GUT
TER
ROA
DW
AY
3.0m MAX 3.0m MAX F42 GEOFABRIC
SPILL THRU WEIR FABRIC (TO AS 1304)
(IF REQUIRED)
300 200
600
GROUND LEVEL
600 N.T.S.
POSTS OR STEEL PICKETS
DRIVEN 600mm INTO
GROUND
SCALE 1:100
Datum AHD Scale As Shown Status For Approval
ABN: 13 609 593 339 Project Proposed Earthworks Drawing Title Erosion & Sediment Control
Date October 2020 Drawn JAG Checked CAG PO Box 5028 Details Plan
NORTH
Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the Designed JAG Approved CAG Location 707 Kinmond Creek Rd, Cootharaba
Client in accordance with the Terms of Agreement.
QLD 4558
No responsibility or liability will be assumed to any third CHRIS GIBBERD RPEQ 13268 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.
Issue Date Description By Chkd
Email: [email protected] Client M. Klein Project No. 2020083 Dwg No. 07 of 07 Issue -