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LATE RFI Attachment 1 - Amended Proposal Plans
Original PDF page 10, section 3. The text section number identifies this passage in the reader.
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LEGEND
TEL
8
9.8
FS
4 No. STW pump lines to 10
20,000 L MIN
L
80
New Roadway lane marking
10
ES
sediment filter on Mezz level.
T2
9.4
New Stormwater Drainage Pipe
ESWD
.05
TEL
0
8.6
0 09
1
T1
EW
10 L
7 FS Roof Water
D
ES
8.5
P
10 New Stormwater Retention Pipe
TEL
Vending
IK 0 Roof Water Retention Tank
8.8
FSL 109.80
ESWD
10 Retention Tank Oil/Water
Bike Rail
FSL 109.30 Height Bar FSL 109.70
ES
dp
Down Pipe
TEL
Separator
Site Boundary 40.213M, 82 ° 00' 50"
6
P7
EW
8.5
P
10
D
.53 lly Downpipe 150mm Ø Raised Sump Box
ES
u
FSL 109.80
dp g
ESWD
08
P
TEL
K1
P
D
I with PVC Grate over.
D
FS
36.19M, 262 ° 01' Bike Rail
L1
09
ES
TEL
.20
6 Existing surface levels
108.5
EW
ESWD
FSL 109.85
FSL 109.85
.52 09.30
ES
Existing 12,000 MIN FSL 1
TEL
8 FFL 109.17 FSL 109.75
10 Finished surface levels
DIAMOND LANE
.49 2 x Stop Holding Tank
EW EW 108 EW
FSL 109.80
EW EW EW Valves
IK
ESWD
2
9.7
ES
TEL
10 GP JP Grated/Junction Drainage Pit
EW
FS
FSL 109.15
FSL 109.15
L1
0
9.1
09
Existing Spoon Drain
10
.10
TEL
600Ø RCP
Grated Strip Drain
L
New Sewer
ESWD
FS
S GD
Man Hole 9 .68
10
TEL
EW
S
Site Boundary
FS
ESWD
P8 L1
SERVICES LEGEND
S
09
TEL
.00 10
IL 107.35 9.6
FSL 109.85
FSL 109.85
S
0
EW
TEL
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