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Civil Plans 21556_20220411_Full set
Attached to the e-mail Civil & Electrical Plans - 25 Pavilion Street Pomona.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn LEGEND #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
EXISTING ELECTRICITY (OVERHEAD) FLOOD PLAIN CUT VOLUME (145m³)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE 85
84
86
87
90
89
88
S PROPOSED SEWER 200
W PROPOSED WATER
86.50 PROPOSED EARTHWORKS LEVEL
PROPOSED ROAD PAVEMENT
PROPOSED CONCRETE PATHWAY
PROPOSED CONCRETE DRIVEWAY
DRIVEWAY SETOUT TURNINGHEADSETOUT 8
PT
01
EASTING
485782.752
NORTHING
7084724.865
LEVEL
85.020
PT
20
EASTING
485807.361
NORTHING
7084717.107
LEVEL
86.969 190
7
02 485779.785 7084725.303 85.020 21 485807.940 7084721.015 86.930 6
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
2 NO. D4-5 OBSTRUCTION MARKER SIGNS
05 485779.249 7084716.445 86.500 24 485819.826 7084724.308 87.195 600
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
08 485785.652 7084720.551 86.212 27 485826.283 7084730.706 87.250 183
09 485795.029 7084719.162 86.512 28 485826.490 7084726.507 87.209 25 26
S S S
10 485794.589 7084716.194 86.542 29 485828.288 7084722.707 87.181 88.59
0.435
87.55 88.10
TC160.034
CT128.312
11 485799.050 7084719.480 86.641 30 485831.404 7084719.884 87.160
W
27
REFER DRG C300
S
12 485799.951 7084716.619 86.671 31 485835.363 7084718.468 87.139
TC12
FOR
13 485802.577 7084720.590 86.758 32 485837.540 7084712.636 87.127
BASIN DETAILS CT177.313
150
140
130
1m
2
RADIUS
86.50 86.70 28 A
CU
S
W
W
R
LE
W
VE
V
L
E
4 W W
REFER DRG C201 FOR CONTINUATION
24 ID W W W W W W W W
S
A 29 EN
S
SETOUT 5 R1 IN
6 G
R5.0
.92
A
W
5
90
K&C TYPE M1 30
23
S
31
89
88
S
13
KERB DETAIL
90
02 01 21 22
W
11 87
NOT TO SCALE
CJ
89
03 08
88
09 20 32
S
CJ
CJ
S
CJ
S
EJ
EJ
CJ
CJ
CJ
W
SC
S
07 S S S S S S S S S S S S S S S S S S S
12
04 W W W W W W W W W W W W W
10
S
05 06
3 1
PROVIDE KERB RAMPS EITHER SIDE KERB ADAPTERS
INSTALL TYPE 1 LOCKING RAIL AT TOP OF A 1.5m 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 89.50
S
PROVIDE 3m WIDE PROPERTY ACCESS TO LOT 10
S
S
2
S
10 5 4 3
S
S
88
84
85
86
87
89
S
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
86.70 87.35 87.77 87.97 88.03 89.50
S
S
OVERLAND FLOW SWALE
S
A S
C100
S #19
4RP35077
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 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
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 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
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 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 4 of 14 A
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