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LATE RFI Attachment 1 - Amended Proposal Plans
Original PDF page 11, section 6. 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 drawnGWD
S with H.D. grated cover.
GWD
Man Hole IO
Inspection Opening Surface
TEL
ES
ipe
ESWD
GWD
rP
GWD
EW
.28 ES
08 weES
FSL ~108.75
1 e TD
TEL
IK Tundish
7 CS
GWD
8.2
ØV
GWD
10 ES
ESWD
mm ES FWG
TEL
Floor Waste Grate
1 50ES
GWD
EW
.
GWD
EXES
5
9.6
Drainage
10
FSL 108.80
TEL
Reflux Valve
TP
Z
ES Pit
FSL 109.10
GWD
Super Bay 2
D
RG
W
ES
G
FSL 109.20
TEL
Drainage O Overflow Relief Gully
EW
FSL 109.80
ES
D
Drainage
FSL 109.80
Connect to existing STW
W
Pit 2,000 Litre Silt Pit
G
108 ES Pit GWD GWD GWD GWD GWD GWD GWD
pipe via new Access G
ESWD
.60
TEL
Silt Pit RL Top: 109.60
D
FSL 109.30
FSL 109.40
FSL 109.50
FSL 109.60
Chamber Pit in Existing ES
Drainage Disconnector Gully
Pre cast concrete silt pit complete
FSL 109.70
FSL 109.70
accordance with Council Water
ES Landscaping Pit with H.D. grated cover.
Meter Bin Area
TEL
FSL 109.00
.59
EW
.90
Standard drawings. ES 108 Existing surface levels
ESWD
8
08
TK W
8.1
L1
0 10
FSL 109.75
FSL 109.70
I K1 8.2 ES
FS
9 Spel Basin- Stormwater .30
TEL
109
10
Existing STW
ES Landscaping L Finished surface levels
9.4
Side Entry Pit Quality Treatment Area FS
0
TP 108.29 ES
ESWD
New 2.0M MIN wide
TEL
EW
S
Existing Sewer Conc EFootpath- in Authority Sewer Connection Point
FSL 108.50
FSL 108.60
FSL 108.70
FSL 108.80
FSL 109.00
FSL 109.10
FSL 109.20
FSL 109.30
FSL 108.90
Man Hole- TBC ESaccordance with WARNING:
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