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Attachment 1 - Proposal Plans
Original PDF page 11, section 5. The text section number identifies this passage in the reader.
Plans and drawings
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L1 Wash Bay 2 8. It is recommended that back flow prevention devices be installed in
GWD
S
09 applications that are at risk of having sewerage backing up into them.
S
.00 10
pe
9.6
D
GWD
FSL 109.85
G
S
W
FSL 109.85
S
W
Landscaping 0
G
NBN
ESWD
r Pi
D
S
GWD GWD GWD GWD GWD GWD GWD GWD
EW
0
S
0
8.7
9.7
S
ewe
GWD
10 1
10
8.7
10
LEGEND
S
TP
2,000 Litre Silt Pit
FS
S
NBN
L1
CS
FSL 109.80
ESWD
09.80
S
Silt Pit RL Top: 109.70
08
S
.38
GWD
.90
S
Drainage
Strip Drain FSL 108.80
10
FSL ~108.71
08
S
8.4 Pre cast concrete silt pit complete EXIT
FSL 1
K1
ØV
S
I 1 Domestic Sewer Drain
EW
Pit Dog Dog
S
with H.D. grated cover. SD SD
S
FSL 109.75
NBN
S
S
GWD
Wash 1 Wash 2
mm
ESWD
S
FSL 109.80
S
S
GWD GWD 100mm Ø Trade Waste Drain- HDPE
S
150
S
Dog Wash
TDUnit
S
NBN
GWD
ENTRY ONLY
EW
S
Recycled Water Pipe
New
ESWD
RCW RCW
FSL 109.75
10 Super Bay 1
GWD
8
S
.36 Dog Wash unit
NBN
complete with hair Landscaping Pipe up
D
FSL 109.80
W
FSL 109.80
S
G
Drainage 2,000 Litre Silt Pit trap (2 places).
ESWD
GWD
GWD GWD GWD GWD GWD GWD GWD
EW
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