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Approved Plans - OPW22-0197 · OPW22/0197
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.
EARTHWORKS QUANTITIES
TOP SOIL STRIP: 92m3
EXISTING LEGEND
EARTHWORKS CUT: 12m3 PROPERTY BOUNDARY
EARTHWORKS FILL: 260m3 MAJOR CONTOUR 1m
BALANCE: 248m3
NOOSA COUNCIL MINOR CONTOUR 0.25m
SEWER MAIN DN300 AC
NOTES:
APPROVD PLAN 1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
WATER MAIN DN100 AC
U/G TELECOMMS
2. ASSUMED TOP SOIL STRIP 100mm THICK.
OPW22/0197 21 OCT 2022 3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
DESIGN SURFACE AND STRIP SURFACE.
U/G ELECTRICITY
FENCE
RETAINING WALL
EARTHWORKS NOTES:
1. FOR GENERAL NOTES & DETAILS REFER DRG C-00011 & DRG C-00221.
2. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE WITH AS3798-2007. PROPOSED LEGEND
3. RETAINING WALLS TO BE DESIGNED BY OTHERS / STRUCTURAL ENGINEER. PROPOSED CUT
4. CONTRACTOR TO PREPARE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO
CONSTRUCTION. PROPOSED FILL
MAJOR CONTOUR 1m INTERVAL
MINOR CONTOUR 0.25m INTERVAL
INLET PROTECTION
FLOW DIRECTION
SEDIMENT FENCE
CP
BUP5923
12
SP156865
TEMPORARY CONSTRUCTION ENTRY / EXIT
SEDIMENT TRAP REFER TO STD DRG IPWEA DS-040
TW 1.90
BW 1.70
1.0%
HILTON TERRACE
WM
11
SP156865
106
RP41223
1.80
922m²
1.80
1.0%
1.70
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.60
2.40
2.50
2.30
2.10
2.20
2.00
1.90
1.70
1.80
1.60
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00201.DWG
1.50
1.40
1.30
1.20
1.10
10
SP156865
1.
53
TW 1.90
BW 1.64
S
TW 1.65
BW 1.50
TW 1.54 PROVIDE SAND BAGS IN KERB & CHANNEL
BW 1.43 DOWN SLOPE OF CROSSOVER TO CAPTURE
COURSE SEDIMENTS
WM
RETAINING WALL TO BRIDGE THE SEWER. PIER EITHER
Last saved by: ARCOS CIVIL(2022-07-21) Last Plotted: 2022-08-30
SIDE OF EXISTING SEWER MAIN TO ENSURE ZONE OF TEMPORARY CONSTRUCTION FENCING TO BE
INFLUENCE IS CLEAR OF ASSET TO A MINIMUM OF INSTALLED WITH LOCKABLE GATE TO BOUNDARY
300mm BELOW EXISTING SEWER INVERT AS REQUIRED TO SECURE SITE
CP
BUP6816
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL EARTHWORKS & EROSION
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT & SEDIMENT CONTROL PLAN
C IR UPDATES 30.08.22 LS
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00201 C
B FOR OPW APPROVAL 21.07.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
A FOR MCU APPROVAL
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
Document Set ID: 22092224
Version: 1, Version Date: 02/09/2022
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Section 2
EXISTING LEGEND
PROPERTY BOUNDARY
MAJOR CONTOUR 1m
MINOR CONTOUR 0.25m
SEWER MAIN DN300 AC
NOOSA COUNCIL WATER MAIN DN100 AC
U/G TELECOMMS
APPROVD PLAN U/G ELECTRICITY
FENCE
OPW22/0197 21 OCT 2022 RETAINING WALL
PROPOSED LEGEND
CONCRETE DRIVEWAY CROSSOVER
INTERNAL CONCRETE DRIVEWAY
CONCRETE FOOTPATH
DWELLING
LANDSCAPE
LANDSCAPE BUFFER
RETAINING WALL
2.00 MAJOR CONTOUR 1m INTERVAL
2.25 MINOR CONTOUR 0.25m INTERVAL
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00011.
3.00
CP
3.00 BUP5923
MINIMUM SETBACK FROM
EXISTING SEWER MAIN TOPSOIL & TURF VERGE AREA
1.
AROUND DRIVEWAY & FOOTPATH
90
1.
90
0
0
BUILDING AWNING
12 MATCH NEATLY TO EXISTING FOOTPATHS
SP156865
1.
65
0
1.30
7
53
1.50
1.
1.
60
1.50
5
GAZEBO
1.
1.0%
38
2.70
FFL 2.700 POOL MATCH NEATLY TO EXISTING KERB &
9
6.20 CHANNEL
7.50
0
UNIT 1 2.13 1.50
55
1.
FFL 2.700
1.
55
0
HILTON TERRACE
WM 1.3
11
1.
SP156865 GARAGE
33
34
8
FFL 1.550 1.50
1.
1.
106
27
1.
08
2
52
RP41223
4
1.80
5
922m²
1.80
EX. 3% MAX.
1.70
6.80
2.7%
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
4%
6.00
2.5% 12.5%
2.60
2.40
2.50
2.20
2.30
2.10
2.00
1.90
1.80
1.70
1.60
5.00
6.00
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00301.DWG
1.50
1.40
GAZEBO
1.30
1.20
1.10
FFL 2.700
POOL GARAGE
UNIT 2 FFL 1.550
1.
52
07
1.
FFL 2.700
5
SAW CUT EXISTING KERB WHERE REQUIRED
55
6.20 1.
0
AND MATCH NEATLY. INSTALL DRIVEWAY
1.
1.
CROSSOVER IN ACCORDANCE WITH IPWEA
25
55
1.3
1.32
7
STD DRG RS-049 & 050
0
35
2.70
10
0
SP156865 DRIVEWAY GATE ALIGNED WITH
1.
IL: 1.408
1.
0
90
65
FRONT BOUNDARY
6
1.
87
1.
53
Ø150 UPVC 1%
0
0
6
53
0.
1.
05
IL: 0.900
:
IL: 1.205 KERB ADAPTORS TO SIDE OF DRIVEWAY.
IL
IL: 1.185
1.30
REFER TO IPWEA STD DRG RS-081
1.
Ø150 UPVC 1%
1
19.4
450x450 STORMWATER PIT ACO K100 GRATED DRAIN BOLT DOWN
07
SL: 1.86
S
(OR APPROVED EQUIVALENT)
REINSTATE KERB PROFILE AT EXISTING
600x600 STORMWATER PIT DRIVEWAY LOCATION
1.
SL 1.41
0
1
450x450 STORMWATER PIT DOWN PIPES TO CONNECT INTO TRANSITION FOOTPATH
Section 3
WM
SL 1.66 STORMWATER PITS TYP. ROOF WATER ALIGNMENT OVER 1 IN 5
DOWN PIPES TO CONNECT INTO STORMWATER PITS TYP. STUBS TO PITS TO BE PROVIDED
Last saved by: ARCOS CIVIL(2022-08-30) Last Plotted: 2022-08-30
ROOF WATER STUBS TO PITS TO BE PROVIDED
STORMWATER TO CONNECT TO EXISTING
GULLY PIT. PROVIDE NEW STORMWATER
CONNECTION INTO PIT
CP
BUP6816
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL DEVELOPMENT SITE
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT PLAN
C IR UPDATES 30.08.22 LS
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00301 C
B FOR OPW APPROVAL 21.07.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
A FOR MCU APPROVAL
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
Document Set ID: 22092224
Version: 1, Version Date: 02/09/2022
Section 4
NOTES:
1. FOR GENERAL NOTES REFER DRG C-00011. EXISTING LEGEND
PROPERTY BOUNDARY
STORMWATER MANAGEMENT MAJOR CONTOUR 1m
QUALITY: MINOR CONTOUR 0.25m
- IN ACCORDANCE WITH THE QLD STATE PLANNING POLICY APPENDIX 2, SEWER MAIN DN300 AC
TABLE B, SITES UNDER 2500M2 DO NOT REQUIRE STORMWATER QUALITY
NOOSA COUNCIL TREATMENT. THEREFORE NO WATER QUALITY TREATMENT IS REQUIRED
WATER MAIN DN100 AC
U/G TELECOMMS
FOR THIS SITE.
APPROVD PLAN U/G ELECTRICITY
QUANTITY: FENCE
OPW22/0197 21 OCT 2022 - IN ACCORDANCE WITH QUEENSLAND URBAN DRAINAGE MANUAL (QUDM),
THE DEVELOPMENT IS NOT TO EXCEED PRE-DEVELOPMENT PEAK
RETAINING WALL
DISCHARGE RATES FOR A RANGE OF STORM FREQUENCIES (SECTION 5.5).
- THE INCREASE IN IMPERVIOUS AREA OF THE DEVELOPED SITE HAS BEEN
CONSIDERED NEGLIGIBLE AND THE RESULTING PEAK DISCHARGE RATES PROPOSED LEGEND
HAVE BEEN DEEMED NOT CAUSE ACTIONABLE NUISANCE. THEREFORE NO
DETENTION TANKS ARE REQUIRED FOR THIS DEVELOPMENT SITE. CONCRETE DRIVEWAY (ROAD RESERVE)
FLOODING: CONCRETE DRIVEWAY
- FLOOD SEARCH CERTIFICATE DATED 13.09.2021
- HABITABLE AREAS FLOOR LEVEL IS ABOVE DFE (1% AEP) 2.4m + FREEBOARD FOOTPATH
(0.3m)
- IN ACCORDANCE WITH NOOSA PLANING SCHEME APPLICABLE MINIMUM COMMUNAL LANDSCAPE
FLOOR LEVEL FOR HABITABLE AREA = 2.7m
- PROPOSED FILL FOR THIS SITE IS GENERALLY LIMITED TO HABITABLE RETAINING WALL
AREAS ONLY SUBJECT TO FLOOD OVERLAY. MINOR INCREASE TO SITE ACO K200 GRATED DRAIN BOLT DOWN (OR
LEVELS TO THE REAR DOES NOT AFFECT THE FLOOD STORAGE AREA. APPROVED EQUIVALENT)
DESIGN SURFACE IS FREE DRAINING TO THE SITES FRONTAGE WITH FLOWS MAJOR CONTOUR 1.0m INTERVAL
CONTAINED WITHIN THE SITE
MINOR CONTOUR 0.1m INTERVAL
CP
BUP5923
12
SP156865
IO
GAZEBO
FFL 2.700 POOL
UNIT 1
FFL 2.700
HILTON TERRACE
WM
11
SP156865 GARAGE
FFL 1.550
106
RP41223
1.80
922m²
1.80
1.70
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.60
2.50
2.40
2.30
2.10
2.20
2.00
1.90
1.80
1.60
1.70
1.50
1.40
GAZEBO
1.30
1.20
1.10
FFL 2.700
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-SMP-C-00001.DWG
POOL GARAGE
UNIT 2 FFL 1.550
FFL 2.700
SWP 50X350
SWP 350X350
SL1.35
IL -2
10
IO
IO
SL1.38
SP156865
.13
IL: 1.408
0
1.
0
87
SWP SL:1.19
1
Ø150 UPVC 1%
53
.6
150PVC
0.
:0
IL: 0.900 KERB ADAPTORS AS PER
IL:0.65
:
IL: 1.205
IL
IL
IL: 1.185
IPWEA STD DRG RS-081
LL1.66
Ø150 UPVC 1%
S
IL/100PVC 1.16
WM
LAWFUL POINT OF DISCHARGE, STORMWATER
TO BE CONNECTED TO EXISTING GULLY PIT
(Culvert)
Last saved by: ARCOS CIVIL(2022-08-30) Last Plotted: 2022-08-30
SL:1.05
IL:0.19
SPW
CP
BUP6816
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL STORMWATER MANAGEMENT
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT PLAN
C IR UPDATES 30.08.22 LS
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 SMP-C-00001 C
B FOR OPW APPROVAL 21.07.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
A FOR MCU APPROVAL
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
Document Set ID: 22092224
Version: 1, Version Date: 02/09/2022
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