Original source · versioned page text
OPW22-0104.02 Approved Plans
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn -
APPROVED PLAN LEGEND
OPW22/0104.02 88
EXISTING CONTOURS : 1.0m INTERVALS
FINISHED CONTOURS : 1.0m INTERVALS
NOOSA COUNCIL #31
PROPOSED BUILDING PAD
86.50
4 JANUARY 2023
PROPOSED FINISHED EARTHWORKS LEVEL
#33 5RP809059 PROPOSED TOP OF BANK
4RP809059 PROPOSED TOE OF BANK
PROPOSED DRAIN INVERT
PROPOSED KERB & CHANNEL
INTERIM MULCH BUND (300mm HIGH)
STREET
EXCESS TOPSOIL FILL AREAS D
EARTHWORK DEPTHS (1m INCREMENTS)
CUT FILL
REMOVE REDUNDANT FARM DAM FILL INTO ADJOINING LOT, AS PER AGREEMENT WITH LAND #29 EROSION & SEDIMENT CONTROL NOTES
WALL TO SUPPLY COMPENSATORY OWNER, TO SAFEGUARD AGAINST FUTURE ROAD EXTENSION. 6RP809059 THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
FLOOD PLAIN CUT VOLUME (145m³) THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SEDIMENT FENCE IECA STD DRG SFB-01 & 02
86.50 86.70 CATCH DRAIN IECA STD DRG CD-01
SF
84 85 87.67 88.44 88.92 91.82 92.78 96.24 INLET FILTER SOCK IECA STD DRG FS-01
86
87
92
91
90
89
93
94
95
96
88
SI RT
BA E
#27
S DIV
SITE ENTRY / EXIT IECA STD DRG EXIT-01
N
9 1RP189023
HE TO
8
TO M
92.65 96.11
R
SF
7
ER BE
6
AT /
W IN
91.82
Y RA
600
RT D
DI CH
88.59 EARTHWORK VOLUMES
T
87.55 88.10
CA
2,665 m3
SF
CUT VOLUME (TO NOMINAL ROAD SUBGRADE)
100 100
96 96
97 97
98 98
95 95
99 99
94 94
86.50 86.70 FILL VOLUME 15,685 m3
93 93
B
92 92
HES BASIN NOTES
91 91
REFER DETAIL -
1. NO ALLOWANCE MADE FOR STRIPPING.
90 90
89 89
88 88
2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
SF 87 3. ALLOWS FOR A 280mm DEPTH OF ROAD PAVEMENT BOXING.
SF
WARNING
94.27
92.53 OVERHEAD POWER
IN VICINITY OF WORKS
92.04 LOOK UP & LIVE
SF
86.75 87.35 87.50 87.70 87.76 89.23 89.79 DIAL BEFORE
CATCH DRAIN / BERM TO DIVERT
DIRTY WATER TO HES BASIN
#23 YOU DIG
1 20SP316902 www.1100.com.au
B 2
SF
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
- 10 5 4 3 THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
88
89
90
91
92
93
94
84
85
86
87
SF
86.75 87.35 87.77 87.97 88.03 89.50 90.06 92.08 92.86 94.38
PAVILION
SF SF SF SF SF SF SF SF SF SF SF
FINISHED SURFACE
EXCESS TOPSOIL MATERIAL
D
TOP OF BANK
A
FREE
FINISHED SURFACE
DIRECT RUNOFF FROM SWALE AWAY -
BOTTOM OF BANK
FROM THE PROPERTY BOUNDARY DRAINING
S
ARIE
ALL EARTHWORK AREAS ARE TO BE TOPSOILED AND STABILISED AS PE V
SLO : 3H -6H
CONSTRUCT OVERLAND FLOW SWALE
H
SOON AS PRACTICAL FOLLOWING BULK EARTHWORKS OPERATIONS 1V
:1
1V
WITHIN LOT 10. REFER SECTION A.
≈
REFER TO NATURAL SURFACE
PROVIDE FILL OVER SHALLOW SEWER, LEVEL 1 FILL
ENSURING THE FINISHED SURFACE FREE
CONDITIONS FOR
DRAINS TO THE WEST. REFER DRG C400. #19
4RP35077
E&SC SECTION B
REQUIREMENTS NOT TO SCALE -
D
32 5.7 1.0 1.2 3.5 1.4
CONSTRUCT TYPE B HIGH EFFICIENCY SEDIMENT (HES) BASIN AND INFLOW
SHOWGROUNDS
3.0 EASEMENT
EMT
POMONA
RP BDY
0.2
MIXING FOREBAY AS PER STANDARD DRAWING IN APPENDIX A OF EXISTING SURFACE
1.5 1.5 SEDIMENT MANAGEMENT ON CONSTRUCTION SITES. INLET LEVEL
BASIN SIZE : 897m³, BASE 32m x 11m x 1.85m DEEP
1.2
LOT 10 FSL
1
1:
1:
EXCESS TOPSOIL MATERIAL MIXING ZONE : 69m³, BASE 11m x 3.5m x 1.20m DEEP
1.85
1:3
1
1:
LEVEL 1 FILL
1
CATCHMENT AREA : APPROX 1.97 Ha
NATURAL SURFACE D SETTLING ZONE SIZE : 690m³ (350m³/Ha)
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
SEDIMENT STORAGE SIZE : 207m³ (30% SETTLING ZONE) SETTLING ZONE 32 x 11 BASE LEVEL SPREADER MIXING ZONE
DEPTH VARIES. 150mm NOM. TOPSOIL & TURF SWALE TOTAL SEDIMENT BASIN SIZE : 897m³
BASIN TO BE RETAINED AS A FARM SETTLING VOLUME 690m³ RL 0.2m BELOW INLET LEVEL 3.5 x 11 BASE (69m³)
WITHIN EASEMENT
MIXING ZONE SIZE : 69m³ (10% OF SETTLING ZONE) DAM AT THE COMPLETION OF WORKS SEDIMENT STORAGE 207m³
TOTAL BASIN VOLUME 897m³
OVERLAND FLOW SWALE DETAIL
SECTION A HIGH EFFICIENCY SEDIMENT (HES) BASIN DETAIL
SCALE 1:50 - NOT TO SCALE
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA EARTHWORKS PLAN AND 1: 500 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF / DR DR RESIDENTIAL SUBDIVISION EROSION & SEDIMENT CONTROL Drawing Number
client. This drawing shall only D 17.10.22 MINOR CHANGE APP : BUNDS/EXCESS TOPSOIL JF
be used for this specific project.
C 25.05.22 IR : ITEMS 2, 5 & 7 (SWALE, LOT FALL & HES) JF
e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C100
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 6 (of 18)
Section 2
Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 22.04.22 EXTENTS OF FILL OVER SHOWGROUND SEWER JF MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 17.10.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 3 of 14 D
Document Set ID: 22147283
Version: 1, Version Date: 21/10/2022
Section 3
LEGEND #33
B 4RP809059
EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS C100
FINISHED CONTOURS : 0.1m INTERVALS
EXISTING KERB & CHANNEL
EXISTING EDGE OF BITUMEN 207.481
EXISTING DRAINAGE 86.50 86.70
EXISTING SEWER
EXISTING WATER REMOVE REDUNDANT FARM DAM
W
EXISTING TELCO WALL TO SUPPLY COMPENSATORY 87.67 88.44 88.92
E
S
EXISTING ELECTRICITY (OVERHEAD) FLOOD PLAIN CUT VOLUME (145m³)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE 85
W
84
86
87
90
89
88
S PROPOSED SEWER 200
E
S
W PROPOSED WATER
E PROPOSED ELECTRICAL
86.50 PROPOSED EARTHWORKS LEVEL
W
PROPOSED ROAD PAVEMENT
E
S
PROPOSED CONCRETE PATHWAY
PROPOSED CONCRETE DRIVEWAY
INTERIM MULCH BUND (300mm HIGH)
W
8
E
EXCESS TOPSOIL FILL AREAS (REFER DRG C100)
S
190
7
6
W
DRIVEWAY SETOUT TURNINGHEADSETOUT
E
S
PT EASTING NORTHING LEVEL PT EASTING NORTHING LEVEL
2 NO. D4-5 OBSTRUCTION MARKER SIGNS
01 485782.752 7084724.865 85.020 20 485807.361 7084717.107 86.969 600
W
02 485779.785 7084725.303 85.020 21 485807.940 7084721.015 86.930
E
S
03 485784.405 7084720.988 86.170 22 485814.147 7084720.095 87.038
04 485782.896 7084718.395 86.200 23 485817.859 7084721.026 87.124 183
05 485779.249 7084716.445 86.500 24 485819.826 7084724.308 87.195 25 26
W
S S S
06 485784.368 7084715.687 86.500 25 485821.325 7084734.430 87.265 88.59
.435
E
87.55 88.10
TC160.034
CT128.312
07 485787.232 7084717.284 86.307 26 485826.716 7084733.632 87.265 2.0m WIDE CONCRETE PATHWAY 27
REFER DRG C300
0
S
08 485785.652 7084720.551 86.212 27 485826.283 7084730.706 87.250
TC12
FOR AS PER IPWEAQ STD DRG RS-065
09 485795.029 7084719.162 86.512 28 485826.490 7084726.507 87.209
BASIN DETAILS CT177.313
150
140
130
W
10 485794.589 7084716.194 86.542 29 485828.288 7084722.707 87.181
E
1m
11 485799.050 7084719.480 86.641 30 485831.404 7084719.884 87.160
2
86.50 86.70 28 A
CU
S
12 485799.951 7084716.619 86.671 31 485835.363 7084718.468 87.139 W
R
W
13 485802.577 7084720.590 86.758 32 485837.540 7084712.636 87.127 W
V
E
W
E
4 W
REFER DRG C201 FOR CONTINUATION
24 W
ID W W W W W W W W
S
A EN
RADIUS
29
S
5 R1 IN
6 G
R5.0
.92
A
W
5
LE
E
90
VE
30
L
23
S
31
89
88
S
13
90
SETOUT 02 01
E
21 22
W
E
11 87
K&C TYPE M1
CJ
89
03 08
88
09 20 32
S
CJ
CJ
S
KERB DETAIL
CJ
S
E
SC
E
EJ
EJ
CJ
CJ
CJ
W
S
NOT TO SCALE 07 S S S S S S S S S S S S S S S S S S S
12 E
04 W W W W W W W W W W W W W E
E E E E 10 E E E E E E E E E E E E E E E E E E E
S
05 06
3 1
PROVIDE KERB RAMPS EITHER SIDE KERB ADAPTERS
INSTALL TYPE 1 LOCKING RAIL AT TOP OF A 2.0m WIDE CONCRETE PATHWAY A
OF TURNING HEAD IN ACCORDANCE AS PER IPWEAQ
S
RAMP AS PER IPWEAQ STD DRG GS-043 AS PER IPWEAQ STD DRG RS-065
WITH NSC STD DRG NSD-9906E STD DRG RS-081 (TYP)
86.70 87.35 87.50 87.70 87.76 89.23 89.79
S
PROVIDE 3m WIDE PROPERTY ACCESS TO LOT 10 4m WIDE RESIDENTIAL DRIVEWAY CROSSOVERS 4m RESIDENTIAL DRIVEWAY AS PER
AS PER IPWEAQ STD DRGS RS-049 & RS-050 IPWEAQ STD DRGS RS-049 & RS-050
S
S
2
S
B
C100 10 5 4 3
S
S
88
89
90
91
84
85
86
87
S
86.70 87.35 87.77 87.97 88.03 89.50 90.06
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
S
DIRECT RUNOFF FROM SWALE AWAY
FROM THE PROPERTY BOUNDARY
S
OVERLAND FLOW SWALE
S
S
-
A
C100
APPROVED PLAN
OPW22/0104.02
S
#19
NOOSA COUNCIL
S Section 4
4RP35077
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title4 JANUARY 2023 Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA ROADWORKS AND DRAINAGE PLAN 1: 200 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION SHEET 1 OF 2 Drawing Number
client. This drawing shall only D 17.10.22 MINOR CHANGE APP : BUNDS/EXCESS TOPSOIL JF
be used for this specific project.
C 16.06.22 UW : SEWER & WATER EXTENTS JF
e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C200
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 25.05.22 IR : ITEMS 2, 3, 4 & 5 (SWALE,DWY,PATH & FALL) JF MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 17.10.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 4 of 14 D
Document Set ID: 22147283
Version: 1, Version Date: 21/10/2022
Section 5
#33 #29
4RP809059 6RP809059
S
E
S S S S S S S S
E
STREET
88.44 88.92 91.82 92.78 96.24
E
92
91
90
89
93
94
95
96
E
JOIN NEW KERB RETURN NEATLY WITH
EXISTING CONCRETE DRIVEWAY (#27)
#27
9 1RP189023
E
PROVIDE KERB ADAPTER FOR PROVIDE KERB RAMPS EITHER SIDE OF INTERSECTION
8 92.65 96.11 EXISTING RESIDENCE (#27) AS GENERALLY IN ACCORDANCE WITH NSC STD DRG NSD-9906E.
E
PER IPWEAQ STD DRG RS-081 JOIN NEATLY WITH EXISTING CONCRETE PATHWAYS.
TC77.449
E
.326
E
44
40
20
60
50
30
00
70
10
80
CT85
E
EXISTING RETAINING WALL
91.82 E
90
43
W W W W W W W W W W W W W W W W W W
100
W
E
E
W 42
5
88.59 .27
110 W
R8
0.435
88.10
CT128.312
W E 41
40
100
97
98
96
99
95
W
D
TC12
94
E
W
E
140
130
W
93
100
95
96
99
97
98
W
94
45
W E 46
SC
R8
E
92
W .27
93
5
W 47
W W W W W E
S
SC
91
92
E E E E E E E E E E E E E E E E E
E
REFER DRG C200 FOR CONTINUATION
E E 48
E
90
SC
91
E
S
E
89
88
S
E
90
E WARNING
E
PROVIDE 3no KERB ADAPTERS (2no HOUSE & 1.5m WIDE CONCRETE PATHWAY STREET NAME SIGN WITH 49
E
S E
S 1no SHED) FOR EXISTING RESIDENCE [#23] AS PER IPWEAQ STD DRG RS-065 SUPPLEMENTARY "NO THROUGH ROAD" OVERHEAD POWER
89
E
88
S
S TRANSITION CONCRETE AS PER IPWEAQ STD DRG RS-081 PLATE AS PER IPWEAQ STD DRG RS-130 IN VICINITY OF WORKS
D
E
LOOK UP & LIVE
S E PATHWAY WIDTH
E
S E
S S S S S 94.00
E
E
E E E E E SAW CUT EXISTING PAVEMENT 300mm FROM EXISTING
LIP OF KERB. BREAK OUT AND REMOVE REDUNDANT K&C.
92.53
1 KERB ADAPTERS AS PER JOIN NEW ROAD NEATLY TO EXISTING AS PER IPWEAQ
2.0m WIDE CONCRETE IPWEAQ STD DRG RS-081 (TYP) STD DRG RS-170.
A 91.77
PATHWAY AS PER
IPWEAQ STD DRG RS-065
INTERSECTION SETOUT
PT EASTING NORTHING LEVEL
PAVILION
89.23 89.79
40 485980.190 7084708.302 99.956
41 485983.415 7084708.461 100.177
42 485986.334 7084709.842 100.296
43 485988.502 7084712.235 100.328
44 485989.589 7084715.275 100.287
45 485979.327 7084702.921 99.951
#23 46 485982.370 7084701.831 100.221
20SP316902 47 485984.764 7084699.659 100.484
1 48 485986.144 7084696.735 100.694
49 485986.297 7084693.506 100.804
DIAL BEFORE
2
YOU DIG
RADIUS
3 www.1100.com.au
LE
VE
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
L
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
SETOUT
K&C TYPE M1
LEGEND
89
93
94
90
91
92
KERB DETAIL 88
EXISTING CONTOURS : 1.0m INTERVALS
FINISHED CONTOURS : 1.0m INTERVALS
NOT TO SCALE FINISHED CONTOURS : 0.1m INTERVALS
EXISTING KERB & Section 6
CHANNEL
EXISTING EDGE OF BITUMEN
89.50 90.06 92.08 92.86 94.38
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
EXISTING DRAINAGE
EXISTING SEWER
EXISTING WATER
EXISTING TELCO
- EXISTING ELECTRICITY (OVERHEAD)
APPROVED PLAN PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE
OPW22/0104.02 S
W
PROPOSED SEWER
PROPOSED WATER
NOOSA COUNCIL
S
E PROPOSED ELECTRICAL
4 JANUARY 2023
86.50 PROPOSED EARTHWORKS LEVEL
PROPOSED ROAD PAVEMENT
#19
PROPOSED CONCRETE PATHWAY
4RP35077
S
PROPOSED
INTERIM CONCRETE
MULCH DRIVEWAY
BUND (300mm HIGH)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA ROADWORKS AND DRAINAGE PLAN 1: 200 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION SHEET 2 OF 2 Drawing Number
client. This drawing shall only
be used for this specific project.
C 17.10.22 MINOR CHANGE APP : BUNDS JF
e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C201
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 25.05.22 IR : ITEMS 4 & 5 (2m PATH & LOT FALL) JF MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 17.10.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 5 of 14 C
Document Set ID: 22147283
Version: 1, Version Date: 21/10/2022
The text continues on section 7.