Original source · versioned page text
Approved Plans OPW22-0104
Very large file: it may take a few minutes
The original of this document is very large (10.3 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
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 -
NOOSA COUNCIL 88
EXISTING CONTOURS : 1.0m INTERVALS
FINISHED CONTOURS : 1.0m INTERVALS
APPROVED PLAN
PROPOSED BUILDING PAD
#31 86.50 PROPOSED FINISHED EARTHWORKS LEVEL
#33 5RP809059 PROPOSED TOP OF BANK
4RP809059
OPW22/0104 3 JUN 2022 PROPOSED TOE OF BANK
PROPOSED DRAIN INVERT
As annotated by Council
PROPOSED KERB & CHANNEL
EARTHWORK DEPTHS (1m INCREMENTS)
CUT FILL
EROSION & SEDIMENT CONTROL NOTES
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
REMOVE REDUNDANT FARM DAM FILL INTO ADJOINING LOT, AS PER AGREEMENT WITH LAND #29 THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
WALL TO SUPPLY COMPENSATORY OWNER, TO SAFEGUARD AGAINST FUTURE ROAD EXTENSION. 6RP809059 SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
FLOOD PLAIN CUT VOLUME (145m³) THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
SF SEDIMENT FENCE IECA STD DRG SFB-01 & 02
CATCH DRAIN IECA STD DRG CD-01
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
INLET FILTER SOCK IECA STD DRG FS-01
86.50 86.70
87.67 88.44 88.92 91.82 92.78 96.24
SF
SITE ENTRY / EXIT IECA STD DRG EXIT-01
SI RT
BA E
#27
9
S DIV
N
1RP189023
HE TO
8 92.65 96.11
TO M
7
R
SF
ER BE
6
AT /
W IN
EARTHWORK VOLUMES
600 91.82
Y RA
RT D
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2,665 m3
DI CH
88.59 FILL VOLUME 15,685 m3 C
T
87.55 88.10
CA
SF
NOTES
86.50 86.70
1. NO ALLOWANCE MADE FOR STRIPPING.
HES BASIN 2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
REFER DETAIL 3. ALLOWS FOR A 280mm DEPTH OF ROAD PAVEMENT BOXING.
SF
SF
WARNING
94.27
OVERHEAD POWER
92.53
IN VICINITY OF WORKS DIAL BEFORE
92.04
YOU DIG
SF
86.70 87.35 87.50 87.70 87.76 89.23 89.79
CATCH DRAIN / BERM TO DIVERT
DIRTY WATER TO HES BASIN
www.1100.com.au
#23 IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
1 20SP316902 THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
2
SF
10 5 4 3
SF
86.70 87.35 87.77 87.97 88.03 89.50 90.06 92.08 92.86 94.38
SF SF SF SF SF SF SF SF SF SF SF
SF
C C
A
FREE
DIRECT RUNOFF FROM SWALE AWAY -
FROM THE PROPERTY BOUNDARY DRAINING
ALL EARTHWORK AREAS ARE TO BE TOPSOILED AND STABILISED AS
CONSTRUCT OVERLAND FLOW SWALE SOON AS PRACTICAL FOLLOWING BULK EARTHWORKS OPERATIONS
WITHIN LOT 10. REFER SECTION A. REFER TO CONDITIONS FOR
PROVIDE FILL OVER SHALLOW SEWER, E&SC REQUIREMENTS
ENSURING THE FINISHED SURFACE FREE
DRAINS TO THE WEST. REFER DRG C400. #19
4RP35077
32 5.7 1.0 1.2 3.5 1.4
CONSTRUCT TYPE B HIGH EFFICIENCY SEDIMENT (HES) BASIN AND INFLOW
3.0 EASEMENT
SHOWGROUNDS
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
LOT 10 FSL
BASIN SIZE : 897m³, BASE 32m x 11m x 1.85m DEEP
1.2
1
MIXING ZONE : 69m³, BASE 11m x 3.5m x 1.20m DEEP
1:
1:
1.85
1:3
1
1:
1
CATCHMENT AREA : APPROX 1.97 Ha
NATURAL SURFACE 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
C
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L JF DR
25 PAVILION ST, POMONA EARTHWORKS PLAN AND 1: 500 A1
LAND SURVEYING DYNAMICS (LSD) Designed Verified
the agreement between TOD
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
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 Coast: 07 5329 3190 NOLDS
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
'Issued For Construction' in the
revision description.
A
Rev
11.04.22
Date
OPW SUBMISSION
Revision Description
JF
Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.05.22
ROL APPROVAL
OPW APPROVAL
RAL21/0017
-
VERT DATUM AHD
RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 3 of 14 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 originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 15)
Section 2
#33
4RP809059
EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS
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
EXISTING TELCO WALL TO SUPPLY COMPENSATORY 87.67 88.44 88.92
E
EXISTING ELECTRICITY (OVERHEAD) FLOOD PLAIN CUT VOLUME (145m³)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE
S PROPOSED SEWER 200
E
W PROPOSED WATER
E PROPOSED ELECTRICAL
86.50 PROPOSED EARTHWORKS LEVEL
E
PROPOSED ROAD PAVEMENT
PROPOSED CONCRETE PATHWAY
PROPOSED CONCRETE DRIVEWAY
8
E
DRIVEWAY SETOUT 7
PT EASTING NORTHING LEVEL PT EASTING NORTHING LEVEL 190
01 485782.752 7084724.865 85.020 20 485807.361 7084717.107 86.969 6
E
02 485779.785 7084725.303 85.020 21 485807.940 7084721.015 86.930
03 485784.405 7084720.988 86.170 22 485814.147 7084720.095 87.038
2 NO. D4-5 OBSTRUCTION MARKER SIGNS
04 485782.896 7084718.395 86.200 23 485817.859 7084721.026 87.124 600 B
05 485779.249 7084716.445 86.500 24 485819.826 7084724.308 87.195
E
06 485784.368 7084715.687 86.500 25 485821.325 7084734.430 87.265
07 485787.232 7084717.284 86.307 26 485826.716 7084733.632 87.265 183
08 485785.652 7084720.551 86.212 27 485826.283 7084730.706 87.250 25 26
S S S
09 485795.029 7084719.162 86.512 28 485826.490 7084726.507 87.209 88.59
E
87.55 88.10
0.435
10 485794.589 7084716.194 86.542 29 485828.288 7084722.707 87.181
TC160.034
CT128.312
2.0m WIDE CONCRETE PATHWAY 27
W
REFER DRG C300
11 485799.050 7084719.480 86.641 30 485831.404 7084719.884 87.160
S
AS PER IPWEAQ STD DRG RS-065
TC12
FOR
12 485799.951 7084716.619 86.671 31 485835.363 7084718.468 87.139
BASIN DETAILS CT177.313
150
140
130
E
13 485802.577 7084720.590 86.758 32 485837.540 7084712.636 87.127
1m
2
86.50 86.70 28 A
CU
S
W
RADIUS
W
R
W
V
E
LE
E
4 24 W W
VE
ID W W W W W W W W
S
L
A 29 EN
S
5 R1 IN
6 G
R5.0
.92
A 5
W
SETOUT
E
30
K&C TYPE M1 23
S
31
S
02 01 13
21 22
E
KERB DETAIL
W
E
11
CJ
03 08 09 20 32
S
NOT TO SCALE CJ
CJ
S
S
CJ
E
SC
E
EJ
EJ
CJ
CJ
CJ
W
S
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
RAMP AS PER IPWEAQ STD DRG GS-043 AS PER IPWEAQ STD DRG RS-065
S
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
-
NOOSA COUNCIL 2
S
10 5 4 3
APPROVED PLAN
OPW22/0104 3 JUN 2022
S
S
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
B
S
DIRECT RUNOFF FROM SWALE AWAY
FROM THE PROPERTY BOUNDARY
S
S
S
A
C100 S
#19
S 4RP35077
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L JF DR
25 PAVILION ST, POMONA ROADWORKS AND DRAINAGE PLAN 1: 200 A1
LAND SURVEYING DYNAMICS (LSD) Designed Verified
the agreement between TOD
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
be used for this specific project. 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 NOLDS
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
'Issued For Construction' in the
revision description.
A
Rev
11.04.22
Date
OPW SUBMISSION
Revision Description
JF
Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.05.22
ROL APPROVAL
OPW APPROVAL
RAL21/0017
-
VERT DATUM AHD
RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 4 of 14 B
Section 3
#33 #29
4RP809059 6RP809059
S
E
S S S S S S S S
E
88.44 88.92 91.82 92.78 96.24
E
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. E
TC77.449
.326
E
44
40
20
60
50
30
00
70
10
80
CT85
E
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
42
E
W 5
88.59 .27
W R8
110
88.10
0.435
E 41
CT128.312
W
40
W
D
TC12
E
W
E
140
130
W
W 45
W E 46
R8
SC
E
W .27
5
W 47
W W W W W E
S
SC
E E E E E E E E E E E E E E E E E
E
E E 48
E
SC
E
S
E
S E
E
WARNING
E
S PROVIDE 3no KERB ADAPTERS (2no HOUSE & 1.5m WIDE CONCRETE PATHWAY STREET NAME SIGN WITH 49
E
E
S E 1no SHED) FOR EXISTING RESIDENCE [#23] AS PER IPWEAQ STD DRG RS-065 SUPPLEMENTARY "NO THROUGH ROAD" OVERHEAD POWER
AS PER IPWEAQ STD DRG RS-081 PLATE AS PER IPWEAQ STD DRG RS-130 IN VICINITY OF WORKS
S
S E TRANSITION CONCRETE
D
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
PLAN REQUIRING AMENDMENTS - REFER INTERSECTION SETOUT
89.23 89.79 TO CONDITIONS PT
40
EASTING
485980.190
NORTHING
7084708.302
LEVEL
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
2 DIAL BEFORE
3 YOU DIG
RADIUS
www.1100.com.au
LE
VE
L
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SETOUT
- K&C TYPE M1
NOOSA COUNCIL KERB DETAIL
APPROVED PLAN NOT TO SCALE 88
EXISTING CONTOURS : 1.0m INTERVALS
FINISHED CONTOURS : 1.0m INTERVALS
OPW22/0104 3 JUN 2022
FINISHED CONTOURS : 0.1m INTERVALS
EXISTING KERB & CHANNEL
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 EDGE OF BITUMEN
As annotated by Council
EXISTING DRAINAGE
B EXISTING SEWER
EXISTING WATER
EXISTING TELCO
EXISTING ELECTRICITY (OVERHEAD)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE
S PROPOSED SEWER
S
W PROPOSED WATER
E PROPOSED ELECTRICAL
86.50 PROPOSED EARTHWORKS LEVEL
#19
PROPOSED ROAD PAVEMENT
4RP35077
S
PROPOSED CONCRETE PATHWAY
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L JF DR
25 PAVILION ST, POMONA ROADWORKS AND DRAINAGE PLAN 1: 200 A1
LAND SURVEYING DYNAMICS (LSD) Designed Verified
the agreement between TOD
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. 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 NOLDS
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
'Issued For Construction' in the
revision description.
A
Rev
11.04.22
Date
OPW SUBMISSION
Revision Description
JF
Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.05.22
ROL APPROVAL
OPW APPROVAL
RAL21/0017
-
VERT DATUM AHD
RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 5 of 14 B
Section 4
-
CONTROL LINE - ROAD MC01
NOOSA COUNCIL
VTP 3.151 RL 100.569
VIP 8.151 RL 100.344
VTP 13.151 RL 99.884
VIP 23.151 RL 98.963
PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LENGTH DEF. ANGLE
VTP 33.151 RL 98.188
APPROVED PLAN
IP 1 0.000 485991.064 7084703.936 278°25'39"
VTP 44.755 RL 97.289
VTP 57.066 RL 96.335
TC 77.449 485914.452 7084715.287 278°25'39"
VIP 72.066 RL 95.172
IP 2 81.387 485910.533 7084715.868 30.000 7.877 15°02'39"
OPW22/0104 3 JUN 2022
CT 85.326 485906.598 7084715.411 263°23'00"
VTP 87.066 RL 93.417
TC 120.435 485871.723 7084711.366 263°23'00"
IP 3 124.373 485867.788 7084710.909 30.000 7.877 15°02'38"
CT 128.312 485863.869 7084711.490 278°25'39"
As annotated by Council
VTP 125.755 RL 88.891
TC 160.034 485832.490 7084716.139 278°25'39"
VIP 207.481 RL 87.420
SAG 154.525 RL 87.208
VTP 155.755 RL 87.211
LIMIT OF ROADWORKS
IP 4 168.673 485821.609 7084717.751 11.000 17.279 90°00'00"
VIP 140.755 RL 87.136
CT 177.313 485823.221 7084728.632 8°25'39"
IP 5 183.000 485824.055 7084734.258 8°25'39"
IP 6 207.481 485827.643 7084758.475 8°25'39"
VERTICAL GRADE DATA -4.502% -9.203% -7.751% -11.699% 0.500%
8.151m 15.000m 48.916m 68.688m 56.726m
VERTICAL CURVE DATA VCL 10 VCL 20 VCL 30 VCL 30
R 212.7 R 1377.3 R 759.8 R 245.9
HORIZONTAL CURVE DATA R-30 R30 R11
DATUM R.L. 70.00
99.189
98.354
97.576
96.801
96.020
95.140
94.400
94.129
93.537
92.992
91.822
90.653
89.483
89.432
88.524
88.349
87.555
87.168
87.142
87.170
87.229
87.251
KERB LIP LEVEL
99.355
98.714
98.050
97.197
96.639
95.534
94.908
94.700
94.069
93.525
92.597
91.610
90.587
90.564
90.114
89.958
88.693
87.565
86.657
86.023
86.006
86.008
86.111
EXISTING LEVEL 100.711
100.358
ON CONTROL LINE
DESIGN LEVEL
100.711
100.150
99.270
98.436
97.657
96.882
96.102
95.222
94.482
94.211
93.619
93.074
91.904
90.734
89.564
89.514
88.605
88.431
87.637
87.250
87.233
87.283
87.319
87.333
87.470
ON CONTROL LINE
10
20
30
40
50
60
70
80
90
0
77.449
85.326
100
110
120
130
140
150
170
120.435
128.312
160.034
177.313
183.000
207.481
CHAINAGE
ROAD MC01 - LONGITUDINAL SECTION
HORIZONTAL SCALE 1:500 VERTICAL SCALE 1:250
15.000 ROAD RESERVE 6.0 TYPICALLY
LOT 6
LOT 10
RP BDY
RP BDY
RP BDY
RP BDY
NOM 4.500 VERGE 6.000 ROAD NOM 4.500 VERGE 1.0 3.0 2.0
INVERT (KI)
INVERT (KI)
MC01
KI +0.25
KI +0.25
1% CROSSFALL
-3.0% -3.0%
2.0m WIDE CONCRETE PATH AS TYPE M1 K&C AS PER CONCRETE DRIVEWAY WITH INTEGRAL 150mm x 150mm KERB
CONTROL
PER IPWEAQ STD DRG RS-065 U.N.O. IPWEAQ STD DRG RS-080 (TYP) NON-SLIP FINISH TO AS4586. 1-N12 CONTINUOUS BAR, LAP AS REQD
REFER JOINT DETAILS. N12 'L' BARS (500mm LEG) AT 400 CRS
B SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS
REFER PRELIMINARY PAVEMENT DESIGN AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
CONCRETE DRIVEWAY TYPICAL SECTION
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 75mm LOOSELY COMPACTED TOPSOIL & TURF NOT PART OF SCALE 1:50
ROAD MC01 - TYPICAL CROSS SECTION THE APPROVAL
SCALE 1:100
10mm FULL DEPTH COMPRESSIBLE MATERIAL 1-N12 TRIMMER EACH SIDE OF JOINT STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
WITH A 20x10 SEALANT PARCHEM 'ROADSEAL' TIED UNDER MESH OVER DOWELS SIDE OF JOINT (50 COVER TO JOINT) WITHIN 8 HRS OF POUR. SEAL JOINT WITH
OR APPROVED EQUIVALENT COLOUR MATCHED The text continues on section 5.