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OPW22-0104.02 Approved Plans
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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 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 See the original
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