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Approved Plans OPW22-0104
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Plans and drawings
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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
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