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LATE RFI Attachment 1 - Amended Proposal Plans
Original PDF page 10, section 4. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnESWD
Existing Sewer Pipe
0
S
ES ES ES
9.7
.71 Pit P8 is to be fitted with a lower level SPEL
10
10
8
P2
TP
FS
S
Stormsack (fitted under the 2 inlet pipes).
L1
TEL
FSL 109.80
09.80
Existing Stormwater Drainage
08
ESWD ESWD
.38 This has been included (and modeled) to
.90
S
GD1- Spel Hydrochannel FSL 108.80
10
FSL ~108.71
ESWD
08 8
FSL 1
I K1 .41
ONLY remove Gross Pollutant purposes only P
D
EW
DP
TEL
S
FSL 109.75
and NOT to reduce and TSS, TP or TN. EW Existing Water Mains Pipe
P
D
S
FSL 109.80
ESWD
TEL
Dog Wash
TDUnit NBN Existing Telecom Cables
S
225mm Ø uPVC, 1:100 Grade
EW
S
TEL
FSL 109.75
10
ESWD
8.3
S
6
FSL 109.80
TEL
FSL 109.80
S
The Grated Drain GD1 is to be a 300mm
wide x 450mm MIN deep (sloping to ~485mm WARNING:
EW
S
ESWD
deep)- Adopt Aco Drain K300 with heel safe The existing services shown on this plan have been
TEL
9 .52
New Sewer 10
FSL 109.70
grate over & end in-line pit. S derived either from field survey or plotted from records of
.96
Road Centreline
8 No. SPEL Hydrochannels are to be 07 S Man Hole the relevant authorities and no guarantee is given as to
1
TEL
~ E
ESWD
Existing Water & Telecom installed inside the Strip drain as per the IL their accuracy. It is the responsibility of the contractor to
EW
8.2
8 ES
cables depth varies Manuf't spec. verify on site the location of all services prior to the
FSL ~108.75
10 e
Pip
TEL
IK ES r commencement of works.
~450-650mm below ESL we
.27
Se
P
8 ES
IL 107.20
D
10
ESWD
Ø NOTE:
ES mm .51
TEL
1 50 10
9
All STW drainage pipe sizes, inverts & quality treatment
EW
ES
ting
5
225mm Ø uPVC, 1:200 Grade is 9.6 shown are preliminary and are subject to final engineering
Existing Table Drain
IL 107.15 ES E x 10
FSL 108.80
P3
TEL
IL 107.10 TP design and approval.
P10 ES
FSL 109.10
IL
10
300mm Ø, 1:200 Grade ES
FSL 109.20
TEL
7.1
P9
5
EW
8
7.2
FSL 109.80
ES
FSL 109.80
Connect to existing STW
P4
10
108 See the original
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