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_19660_OPW_20260616 Civil Plans
Original PDF page 8, section 3. The text section number identifies this passage in the reader.
101
S
GRAVEL ACCESS
S
3.0m WIDE CONCRETE DRIVEWAY (TYP)
W
4.0m WIDE 125mm THICK TYPE 2.1
6 111
5 4 4 108
T
AS PER IPWEA STD DRG RS-049 & RS-050 55 GRAVEL DRIVEWAY (TYP) AS PER
42
EO
A IPWEA STD DRG RS-051
T
EO
30
S
W
S
110 1
54
W
B
T
43
1
0
10
S S S S S
T
EO
D
EO
W
S 53
LOT 6 LOT 5 LOT 4
S
109 10744
600 x 600 PIT 600 x 600 PIT S600 x 600 PIT
S
W
T
SL 108.95 SL 108.33 SL 107.85
S
IL 108.20 IL 107.58 IL 107.18 52
T
Ø225 TE
EO
S S S S S S S S S S S S
108 uPVC
45 CT
20 P 20FH.3
EO
W
R R R R R R R R R R R R R R
S
Ø150 uPVC Ø225 uPVC PP
9 3
Ø225 uPVC
99
IL107.12 51
3.500 SEWER & INTERALLOTMENT
3.500-9.080 SEWER & INTERALLOTMENT
1 5 46
106
W W W W W
T
S
T
C A EO
DRAINAGE EASEMENT
W
W
DRAINAGE EASEMENT
106
EO
S
50
EO
47 TE
BIORETENTION BASIN REINSTATE EXISTING 10 T
EO T
REFER DRG C301 FOR DETAILS GRAVEL ACCESS FH
T
T
S
W PP
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
105 T W
W
22 1 49 O W
NOM. Ø200 DUMPED ROCK 105 (d50) E 48 TC 4.653 TE W
SP285519 RP148139
7
EO
3.0(L) x 2.0(W) x 400mm THICK JOIN ALL WORK
S
LAID ON BIDIM A29 GEOFABRIC NEATLY TO EXISTING A REINSTATE EXISTING CONCRETE
EO
T
S
DRIVEWAY OVER DRAINAGE PIPE.
0.000 N32 CONCRETE 150mm THICK WITH SL82
W
T
S MESH. DOWEL INTO EXISTING DRIVEWAY
104 EO
EO
87
T
S
9 NOM. Ø200 DUMPED ROCK (d50)
EO A
1.6(L) x 2.2(W) x 400mm THICK
W
T
S
0 4 8 12 m LAID ON BIDIM A29 GEOFABRIC
REFER RIGHT FOR CONTINUATION 96
SCALE 1:250
REFER DRG NO C002 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA ROADWORKS AND DRAINAGE See the original
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