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Attachment 5 - Servicability Report · MCU23/0078
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Original PDF page 21, section 2. The text section number identifies this passage in the reader.
0
8.5
EXISTING BIO-RETENTION
5.3
0
POD TO BE REMOVED 10.
8.50
LOT 3 FFL
20
8.8
FH
0
9.000m
8.6
10.0
0
Y
5.20
0
10.20
8.60
DWA
9.00
8.70
8.7
3
10.10
0
ROA8.9
SP322201
ESS 0
LOT 7 FFL
8.90
7
8.8
5.10
0
10.00
EXISTING BIO-RETENTION POD TO BE 9.000m SP322201
ACC
5.00
RE-BUILT WITH SAME SURFACE AREA TO
SUIT NEW PARKING ARRANGEMENT
ATE
4.90
8.80
9.9
0
9.00
SP322201
8.7
0
EXISTING BIO-RETENTION
PRIV
V
4.80
POD TO BE REMOVED
9.8
V
0
8.70
0
8.6
4.70
9.7
8.80
0
6.00 LOT 3 BIO-RETENTION BASIN
(560m2 SURFACE AREA MINIMUM) LOT 7 FFL TABLE DRAIN TO DIVERT
4.60
UPSTREAM FLOWS AROUND AND
8.60
LOT 3 WATER PROPERTY 8.900m
0
8.5
9.60 THROUGH DEVELOPMENT AREA
CONNECTION TO REMAIN WITH NEW DRIVEWAY
LOT 3 SOUTH DETENTION
8.60
AS PER EXISTING CONDITIONS
8.70
NEW METER ENCLOSURE CROSSOVER
5.50 TANK (625m3 VOLUME)
4.50
8.70
INDICATIVE LOCATION
8.50
4.40
8.6 OF RAINWATER
0
00
9.00
9.50
HARVESTING TANKS
4.30
8.60
8.6
8.60
20.0
8.90
8.50
0
4.20
5.00 FH INTERNAL PIT AND PIPE
30.0 8.40
00 8.50 LOT 3 NEW SEWER 0
STORMWATER NETWORK THIS DRAWING IS BEST
4.10
8.6
0
8.6
8.7
8.3 PROPERTY CONNECTION BELOW SURFACE CARPARK VIEWED IN COLOUR AND
0
8.00 0 8.5
4.00
5.0
0
8.70
8.00 FH ON AN ELECTRONIC DEVICE
8.60
8.60
0
9.40
7.0 8.60
0 7.00
6.00
50
LOT 7 FFL PROJECT NORTH
8.
6.40 0
8.60
8.5 V
4.30 8.50 8.800m
1V:6H MAXIMUM SLOPE 8.7
0 0
PIPE CONNECTION TO BATTER BETWEEN ROADWAY 8.5
8.60 8.7 LOT 7 SOUTH BIO-RETENTION BASIN
(33m2 SURFACE AREA MINIMUM)
8.5
0
8.60
8.50
EXISTING STORMWATER MH AND EXISTING TERRAIN
J:\2022\22159\05_DRAWINGS\DRG\DA\DRG\DA-C030.DWG
0
0
8.5
4.00
4.1
9.30
4.20
4.40
4.50
4.30
4.60
4.70
4.80
4.90
5.00
5.10
5.20
5.30
5.40
6.1
5.50
5.60
5.70
0
0
5.80
6.00
5.90
8.4
6.2
6.3
6.4
8.6
6.5
0
6.6
6.7
8.4
6.8
7.00
DIMENSIONS IN METRES EXCEPT WHERE
6.9
7.10
A1 UNREDUCED
7.30
7.40
7.50
7.60
7.2
7.70
0
7.80
0
0
8.00
0
7.90
8.10
8.20
0
8.30
0
0
0
8.40
0
8.50
SHOWN OTHERWISE. CULVERT AND PIPE
0
0
SIZES IN MILLIMETRES A3 REDUCED
INTERNAL PIT AND PIPE LOT 7 SOUTH DETENTION TANK
8.5
NEW DRIVEWAY SCALES UNREDUCED / REDUCED
9.00
8.6
(228m3 VOLUME)
0
STORMWATER NETWORK
0
CROSSOVER NEW DRIVEWAY
8.60
0
BELOW SURFACE ROADWAY
8.6
CROSSOVER 9.20
8.50
50
8.9
8
8.7
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