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A6643-21-P01 [-] Site Specific Stormwater Management Plan
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Plans and drawings
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Log in to see the plans as drawn PROPOSED NEW RESIDENCE
at 34 PLOVER ST, PEREGIAN BEACH QLD
for NICK AND KATIE JORSE
TOG12.90
2 Storey House
900sq TYPE D GALVANISED
E/OH
GRATE FIX WITH 2/M12 S/S
T
BOLTS.
TOG15.52
TOG15.50
RR16.66
11
P9313 RL (T.B.C.)
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ALL ROOFWATER DOWN PIPES TO
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S
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CONNECT TO 150Ø STUB. REFER
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E/OH
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1000
T
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HYDRAULIC DWGS FOR DOWN 0
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5 0 5
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9. .
0
9. 8 PIPE LOCATIONS 8
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.
10.
10 . 5
900
12 . 0
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Pathway
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REMOVABLE BIDIM A14 GEOFABRIC
300
11 . 0
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EX. DRAINAGE
11. 5
IL6.09
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IL11.19 IL11.09 FILTER. WEIGHT WITH ROCK SPALLS.
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Ø325
D D D D D D D D D D IL6.33
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300
SL:7.34
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SL:11.25 S /// ///
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EX. SEWER
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S S S IL6.14 \\ \\
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S S S \\ \\
IL6.13
S
1.5m
S S S
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MIN
\ \ \ \
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/// \\ /\ //
270°00'
E/OH
300
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X X X
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T
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33.561
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3.0m /// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \/// \\ \///
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D
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S
UnspecifiedMIN
Conduit.
X
CLEAN COARSE SAND FILTER
Assumed Sewer
Street
75mm BASALT ROCKSPALLS
House Connection 900x900 GRATED INLET PIT. WRAPPED IN BIDIM A14
S
GEOFABRIC
1.0m DEEP INFILTRATION PIT
E/OH
X
T
TYPICAL
BOUNDARY
A RL12.44
PROPERTY
RL12.36 RL12.11 RL11.45 INFILTRATION PIT
S
- RL12.19 RL11.15 10
X
FFL11.20
EOB
P9313
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21 3.5m VERGE
PROPERTY BOUNDARY 182°13'20"
182°13'20"
DRIVEWAY GARAGE
AP22965
15.083
15.083
(REFER RS-049) 1.5m 1.5m
PROPERTY
Plover
PROPOSED RESIDENTIAL
E/OH
2.5m
X
1in20 1in6
T
DRIVEWAY CROSSOVER AS 1in4
\\\\\
rollover
BDY
PER IPWEA STD DGW RS-049 max (1.5 min)
S
RL12.44 RL12.36
RL12.19 RL12.11
X
506m²
B85Vehicle(Realistcminradius)(20 4)
RL11.45
EX. OVERHEAD
RL11.15 FFL11.20
8.0
EX. TELSTRA
ELECTRICAL
PROPOSED RESIDENTIAL
E/OH
X
T
DRIVEWAY CROSSOVER AS
PER IPWEA STD DGW RS-049
S
T
DRIVEWAY SECTION -A
X
E/OH
E/OH SCALE 1:100 A1, 1:200 A3
E/OH
90°00' X X X
33.561
Benchmark
T SILT FENCE BY LENGTH AS REQUIRED
Screw in Opposite Kerb SEDIMENT FENCE
11 . 5
RL12.42
MAX.
11.0
PROPOSED SILT FENCE Unspecified GEOFABRICS
700
T
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