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SUPERSEDED - Approved Plans OPW26/0033
Original PDF page 5, section 3. The text section number identifies this passage in the reader.
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101
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GRAVEL ACCESS
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3.0m WIDE CONCRETE DRIVEWAY (TYP)
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4.0m WIDE 125mm THICK TYPE 2.1
6 111
5 4 4 108
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AS PER IPWEA STD DRG RS-049 & RS-050 55 GRAVEL DRIVEWAY (TYP) AS PER
42
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A IPWEA STD DRG RS-051
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30
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W
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110 1
54
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B
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43
1
0
10
S S S S S
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D
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DRIVEWAY CROSSOVER
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S 53
LOT 6 LOT 5 LOT 4
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109 10744
600 x 600 PIT 600 x 600 PIT S600 x 600 PIT
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NOT APPROVED AS
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SL 108.95 SL 108.33 SL 107.85
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IL 108.20 IL 107.58 IL 107.18 52
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Ø225 TE
CTP PART OF THESE WORKS
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S S S S S S S S S S S S 45
108 uPVC
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R R R R R R R R R R R R R R 2 020FH .393
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Ø150 uPVC Ø225 uPVC Ø225 uPVC PP
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IL107.12 51
3.500 SEWER & INTERALLOTMENT
3.500-9.080 SEWER & INTERALLOTMENT
1 5 46
106
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T
C A EO
DRAINAGE EASEMENT
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W
DRAINAGE EASEMENT
106
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50
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47 TE
BIORETENTION BASIN REINSTATE EXISTING 10 T
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REFER DRG C301 FOR DETAILS GRAVEL ACCESS FH
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J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
105 T W
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22 1 49 O W
NOM. Ø200 DUMPED ROCK 105 (d50) E 48 TC 4.653 TE W
SP285519 RP148139
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3.0(L) x 2.0(W) x 400mm THICK JOIN ALL WORK
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LAID ON BIDIM A29 GEOFABRIC NEATLY TO EXISTING A REINSTATE EXISTING CONCRETE
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DRIVEWAY OVER DRAINAGE PIPE.
0.000 N32 CONCRETE 150mm THICK WITH SL82
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-
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S MESH. DOWEL INTO EXISTING DRIVEWAY
NOOSA COUNCIL 104 EO
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APPROVED DOCUMENT 87
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9 NOM. Ø200 DUMPED ROCK (d50)
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OPW26/0033 7 AUG 2026 1.6(L) x 2.2(W) x 400mm THICK
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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
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