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Attachment 1 - Proposal Plans
Original PDF page 10, section 4. The text section number identifies this passage in the reader.
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ES
9
10
FS
E
FSL 109.15
FSL 109.15
Grated Strip Drain
L1
.10
GD
ESWD
09
Existing Spoon Drain
09
E
.10
L1
600Ø RCP
0 New Sewer
FS
8.7 S
E
10 8
8.7
0 Man Hole 9.6
10 10
E
dp
ESWD
S
E
dp
FS
L1 Wash Bay 2 SERVICES LEGEND
S
09
E
.00 10
9.6
FSL 109.85
FSL 109.85
S
E
Landscaping 0
ESWD
Existing Sewer Pipe
E
0
S
0 ES ES ES
9.7
8.7
10 .71
10
8
P2
E
10
TP
FS
S
L1
FSL 109.80
ESWD
09.80
Existing Stormwater Drainage
E
08
8 ESWD ESWD
.90
8.3
S
FSL 108.80
10
FSL ~108.71
0 8.4
FSL 1
K1
E
1
dp
dp
I
Dog Dog
S
FSL 109.75
E E E E Existing Overhead Power Lines
E
Wash 1 Wash 2
ESWD
GD1
S
FSLp 109.80
E
Dog Wash
TDUnit EW Existing Water Mains Pipe
S
E
d
E
S
ESWD
FSL 109.75
10 Super Bay 1 NBN Existing NBN Cables
E
8.3
S
6
P5 Landscaping
E
FSL 109.80
FSL 109.80
S
ESWD
E
S
E
2
New Sewer 10
9.5 WARNING:
FSL 109.70
S
E
The existing services shown on this plan have been
Road Centreline
Man Hole
ESWD
GD1
E
ES derived either from field survey or plotted from records of
8 ES the relevant authorities and no guarantee is given as to
E
8.2
FSL ~108.75
10 their accuracy. It is the responsibility of the contractor to
IK ES
E
ESWD
.2 7 verify on site the location of all services prior to the
08 ES
E
1
ES 1 commencement of works.
9.5
.72
E
8 10
10 10 See the original
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