Original source · versioned page text
Appeal judgement 30-32 Doonella St Tewantin - MCU21-0013 OPW21-0013
Original PDF page 36, section 5. The text section number identifies this passage in the reader.
CARPARK
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RM
AS2890.1 - USER CLASS 3
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4. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY AS2890.1 P24 RL 5.7 AS2890.1 AS2890.1 RL 5.7 P2 AS2890.1
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P16 P8 user Class 1A
user Class 1A user Class 1A user Class 1A
spoon drain
UNIT 19
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UNIT 8 UNIT 4 UNIT 2
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DENSITY RATIO (M.D.D.R.) OF 100% STD.
RM
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D
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AS2890.1 AS2890.1
RM
WATER SUB-METER WATER SUB-METER
P17 P9
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ASSEMBLY ASSEMBLY
MBP 8 user Class 1A user Class 1A
UNIT 9 UNIT 5
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5. ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND MBP 1
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MBP 9
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.
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MBP 2
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AS2890.1 AS2890.1
D
P18 P10
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MBP 10 user Class 1A user Class 1A
UNIT 10 UNIT 6
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MBP 3
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MBP 11 Fire
6. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE
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EXIT Stairs
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EXIT
MBP 12 P19
AS2890.1 AS2890.1 P11 D.P
CONTRACTOR IS TO CONSTRUCT A COMMERCIAL CROSS-OVER IN D
D UNIT 11
user Class 1A user Class 1A
Visitor
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D IL 5.70
ACCORDANCE WITH IPWEAQ STANDARD DRAWING RS-051.
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D MANHOLE
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AREA 23m2 ACCESS
D IL 4.60
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RM RM RM
MANHOLE
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D
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B1 MBP 7 MBP 6 MBP 5 MBP 4 See the original
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