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RFI - Stormwater Management Plan
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R
L
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18
G 44 m7.25
3 1
D
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YM ² 0
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W
0
L
0
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R 46 18.0
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ET 8
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A I m² 0
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> > >
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R
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ALL ROOFWATER (Q100) TO BE
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18
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D
PIPED TO RIP'S VIA SEALED
00
W
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>
RE23 18.0
PIPE SYSTEM TO HYDRAULIC
RL
TA3 m 00
>
GR L13
R
AT .3
IL ²
E
>> W CONSULTANT SPEC. EXISTING SEWER & STORMWATER
TO BE TAKEN UP. EXISTING
Ex
ST 6SMP05
D
RL1
EASEMENT TO BE EXTINGUISHED
3.4
RL
4
O mF²
13
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SMP05
1
SMP05
R
RL
SMP05
W
TO169
>
13
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2.5%
IL m
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D
C
ET ²
Ex
RL
RL
>>
13
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13
.35
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9
D
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>>>
5.0%
RL
D
13
Ex
.45
RL
12
.84
R
R
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W
L
RL
5.0%
13
BA 4
18
18
.09
G 5m
.0
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ST ²
00
00
Ex
O
RL
RL
PROPOSED DRAINAGE
RE
13
12
.4
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9
D
NETWORK TO HYDRAULIC
Ex
S
RL
12
W PROPOSED DRAINAGE CONSULTANTS DETAILS
.26
2
NETWORK TO HYDRAULIC PROPOSED RAPID (Q100)
O 29
FF m
W CONSULTANTS DETAILS INFILTRATION PITS (RIP'S)
IC ²
RE 8
E
(Q100) TO INFILTRATE UP TO
CE 3 m
PT ²
Q100 STORM EVENT
D
IO
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N
D
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| | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | PROPOSED DRAINAGE NETWORK TO
RL
RL
S
PROPOSED DRAINAGE
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OUTLET <Q3MONTH FLOWS TO
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9.5
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9.5
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NETWORK TO HYDRAULIC
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0
0
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SURFACE OF SWALE. HIGHER FLOWS
RL
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| |
CONSULTANTS DETAILS
D
PROPOSED DRAINAGE NETWORK TO
| | | |
9.0
|
| | | | | | | | | | | | | | | | | | | TO BE PIPED DIRECTLY TO RIP'S
D
| |
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|
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(Q100)
|
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RL
OUTLET <Q3MONTH FLOWS TO | | | |
| |
| 9| .5| 0
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S
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| | | | | | | | | | | | | | | | | | | | | | | | | | | |
| |
| | | | WEIR LE
RL
| | |
SURFACE OF SWALE. HIGHER FLOWS
||
| | | | | V | |
| | | | RL 9.30 EL
|
RL
| | | | RL |
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9.5
LO L 1
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||
RL
TO BE PIPED DIRECTLY TO RIP'S | | | | | | | | | | |
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9.0
|
9.5
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0
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BB450 8.00
9.5
||
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RL
RL
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0
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15m WIDE EMERGENCY
R
0
S
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