Original source · versioned page text
21556-C001_C500 & SWCLC - full set
Attached to the e-mail 25 Pavilion St - Response to information Request - OPW22/0104.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
#33 #29
4RP809059 6RP809059
S
E
S S S S S S S S
E
STREET
88.44 88.92 91.82 92.78 96.24
E
92
91
90
89
93
94
95
96
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.
TC77.449
E
26
E
44
.3
40
20
60
50
30
00
70
10
80
CT85
E
EXISTING RETAINING WALL
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
E
W 42
5
88.59 .27
110 W R8
0.435
88.10
CT128.312
W E 41
40
100
97
98
96
99
95
D
W
TC12
94
E
W
E
140
130
W
93
100
95
96
99
97
98
W
94
45
W E 46
SC
R8
E
92
W .27
93
5
W 47
W W W W W E
S
SC
91
92
E E E E E E E E E E E E E E E E E
E
REFER DRG C200 FOR CONTINUATION
E E 48
E
90
SC
91
E
S
E
89
88
S
E
90
E WARNING
E
PROVIDE 3no KERB ADAPTERS (2no HOUSE & 1.5m WIDE CONCRETE PATHWAY STREET NAME SIGN WITH 49
E
S E
S 1no SHED) FOR EXISTING RESIDENCE [#23] AS PER IPWEAQ STD DRG RS-065 SUPPLEMENTARY "NO THROUGH ROAD" OVERHEAD POWER
89
E
88
S
S TRANSITION CONCRETE AS PER IPWEAQ STD DRG RS-081 PLATE AS PER IPWEAQ STD DRG RS-130 IN VICINITY OF WORKS
D
E
LOOK UP & LIVE
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
INTERSECTION SETOUT
PT EASTING NORTHING LEVEL
PAVILION
89.23 89.79
40 485980.190 7084708.302 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
YOU DIG
RADIUS
3
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 SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
K&C TYPE M1
89
93
94
90
91
92
LEGEND
KERB DETAIL EXISTING CONTOURS : 1.0m INTERVALS
NOT TO SCALE 88 FINISHED CONTOURS : 1.0m INTERVALS
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
EXISTING DRAINAGE
B EXISTING SEWER
EXISTING See the original
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