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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 5, 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 #33 #29
4RP809059 6RP809059
S
S S S S S S S S
STREET
88.44 88.92 91.82 92.78 96.24
91
92
90
89
93
94
95
96
JOIN NEW KERB RETURN NEATLY WITH
EXISTING CONCRETE DRIVEWAY (#27)
#27
9 1RP189023
PROVIDE KERB RAMPS EITHER SIDE OF INTERSECTION
8 92.65 96.11 GENERALLY IN ACCORDANCE WITH NSC STD DRG NSD-9906E.
JOIN NEATLY WITH EXISTING CONCRETE PATHWAYS.
TC77.449
.326
44
40
20
60
50
30
00
70
10
80
CT85
EXISTING RETAINING WALL
91.82
90
43
W W W W W W W W W W W W W W W W W W
100
W
W 42
5
88.59 .27
110 W R8
0.435
88.10
CT128.312
W 41
40
100
97
98
96
99
95
D
W
TC12
94
W
140
130
W
93
100
95
96
99
97
98
W
94
45
W 46
SC
R8
92
W .27
93
5
W 47
W W W W W
S
SC
91
92
REFER DRG C200 FOR CONTINUATION
48
90
SC
91
S
89
88
S
90
WARNING
S PROVIDE KERB ADAPTERS FOR 1.5m WIDE CONCRETE PATHWAY STREET NAME SIGN WITH 49
S EXISTING RESIDENCES AS PER AS PER IPWEAQ STD DRG RS-065 SUPPLEMENTARY "NO THROUGH ROAD" OVERHEAD POWER
89
88
S
S IPWEAQ STD DRG RS-081 PLATE AS PER IPWEAQ STD DRG RS-130 IN VICINITY OF WORKS
D
S
LOOK UP & LIVE
S
S S S S S
SAW CUT EXISTING PAVEMENT 300mm FROM EXISTING
LIP OF KERB. BREAK OUT AND REMOVE REDUNDANT K&C.
1 JOIN NEW ROAD NEATLY TO EXISTING AS PER IPWEAQ
A STD DRG RS-170.
INTERSECTION SETOUT
PT EASTING NORTHING LEVEL
PAVILION
89.50 KERB ADAPTERS AS PER
40 485980.190 7084708.302 99.956
IPWEAQ STD DRG RS-081 (TYP)
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
RADIUS
3
YOU DIG
LE
VE
L
www.1100.com.au
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
SETOUT THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
K&C TYPE M1 SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
89
KERB DETAIL LEGEND
NOT TO SCALE EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
FINISHED CONTOURS : 0.1m INTERVALS
89.50
EXISTING KERB & CHANNEL
EXISTING EDGE OF BITUMEN
EXISTING DRAINAGE
EXISTING SEWER
EXISTING WATER
EXISTING TELCO
EXISTING ELECTRICITY (OVERHEAD)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE
S
S PROPOSED SEWER
W PROPOSED WATER
86.50 PROPOSED EARTHWORKS LEVEL
#19
PROPOSED ROAD PAVEMENT
4RP35077
S
PROPOSED CONCRETE PATHWAY
PROPOSED CONCRETE DRIVEWAY
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. 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
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 5 of 14 A
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