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Apdx 3 - Civil Eng Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
STORMWATER PIT SCHEDULE LEGEND
MARK DESCRIPTION N MARK DESCRIPTION
1|1 450SQ. FIP RELN OR EQUIV. PROPOSED BUILDING
SL 20.20| IL 19.60 PROPOSED CARPARK
2|1 600SQ. FIP RELN OR EQUIV.
PROPOSED CROSSOVER
SL 20.40| IL 19.50
PROPOSED STORMWATER SURFACE
3|1 600SQ. FIP RELN OR EQUIV. FLOW
SL 20.07| IL 19.30
SW PROPOSED STORMWATER PIPE
4|1 150 WIDE GALV STRIP DRAIN OR
EQUIV. w 450 SQ JUNCTION AT PIPES PROPOSED RETAINING WALL
SL 19.06| IL 18.85 + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
5|1 KERB ADAPTOR FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
SL 18.95| IL 18.80
EXISTING BOUNDARY
1|2 600SQ. FIP RELN OR EQUIV.
SL 19.10| IL 18.95 EXISTING COMMUNICATIONS
1|3 450SQ. FIP RELN OR EQUIV. W EXISTING WATER MAIN
SL 20.35| IL 19.80 S EXISTING GRAVITY SEWER
2|3 450SQ. FIP RELN OR EQUIV. E(OH) EXISTING OVERHEAD POWER
SL 20.30| IL 19.560
EXISTING UNDERGROUND POWER
3|3 KERB ADAPTOR
D50=150-200 THICK. ROCK PROTECTION EXISTING RETAINING WALL
SL 19.10| IL 18.95
OVER GEOFABRIC TO DIRECT EXTERNAL PROVIDE RAISED KERB EDGE (300mm MIN + 23.750 EXISTING SURFACE LEVEL
1|4 450SQ. FIP RELN OR EQUIV.
FLOWS INTO PIT 2|1. FOR 10m) & BATTER SURFACE TO EXISTING
SL 21.30| IL 20.85
PROVIDE SLEEPERS UNDER
SHAPE SURFACE FLOW TO OVER 1 IN 3 MAX VEGETATED
FENCE TYPICAL FOR MINOR PROVIDE RAISED KERB EDGE (200mm
END KERB OF DRIVEWAY BATTER TO EXISTING KERB ADAPTERS &
BOUNDARY RETAINING MIN) & BATTER SURFACE TO EXISTING
125x75x3 RHS GALV RHS STORMWATER DISCHARGE
10.00 H)
E(O 5 PIPES IN ACCORDANCE WITH H) E(OH)
W
18.78
E(O
1
)
IPWEAQ STD DRGE(O
RS-081
+ 21.20
2 4 (OH
E(OH)
H)
+ 21.40
+ 21.00
3
E
E(OH)
+ H0.20
1 + H0.20 E(OH) E(OH)
+ H0.10
+ H0.00
+ 20.60
+ 20.40
+ 20.20
1 H)
+ H0.00
1
+ 20.00
+ 19.90
+ 19.80
E(O E(OH)
4 1 TELE PIT
E(OH) E(OH)
E(OH) E(OH)
W
)
19.42 E(O
H
S
(OH) ) E(OH)
FSLS 21.30 + S + TOK 20.70 + TOK 20.25 E(EOH S
S
Ø150 uPVC SN8 FSL 20.50 + S+ FSL 20.40S 21.17 S 20.43 + TOK 20.25 + FSL 19.34 19.04 18.81
+SW FSL
S 20.25 S
19.2E(OH)
20.00
20.44 19.64 MAX SITE DISCHARGE
19
19.6
19.60 SCREW
19.
S 20.56
20.55 + FSL 20.05
19.8
SW
SW SW
21.21 SW SW SW S
SW+ FSL 20.10
SSW S SW SW 20. 2SW
0.2 + 19.39 SW
S
21.43 21.19
Ø225 uPVC SN8 0.5% S SW SW
4 SW0.5% SN8 FSL 2
SEWER
SW MANHOLE + FSL 19.06
SW
4
20
S SW SW SW
FSL 21.35 + S
S Ø225 uPVC
SW
14L/S AT 5% AEP
20.6
SW S
S
20.8
S S
21
S0.
21.2
W
S
21.4
21.50 + + FSL 20.20 00 S
0.5% +SFSL 19.04+ LIP 18.84
S
20.45
SW
S
PER KERB ADAPTER
SW
S
S
S
% % S S
N8
TW 21.70 + + H1.50 21.24 5.5 5.5 19.41 19.04
SW
21.17
VC S
SEWER MANHOLE
1 21.12 21.10 11.50% 19.48
SW
E(OH)
SW
1 + FSL 20.45 + FSL 20.50 + FSL 20.35 + FSL 20.20 + FSL 19.06
0 uP
18.86
W
SW Kerb Outlet
+ FSL 18.96
Ø10
SW
SW
S
21.40
S
7.2%
7.2%
SW
E(OH)
21.27
20.59 + FSL19.49
19.06
100mm HIGH 2.5%
19.46
W
19.78 19.77
1
CORAL TREE AVENUE
ROLL UP KERB + LIP 18.85
+ FSL 18.96
S
19.40
1
S
21.32 18.85
2
E(OH)
21.52
21.14 21.12 + FSL 20.45 + FSL 20.45
C07 21.17
20.46 19.80
W
RL 21.40 +
S
S
E(OH)
21.18 20.62
+ FSL 20.35
19.40
TW 21.70 + + H1.35 20.59 20.60 20.60 20.63
21.36
BLOCKWORK RETAINING 19.83
W
21.14
E(OH)
WALL (DESIGN BY OTHERS)
S
S
19.49
21.50 + 21.48
TOW LEVEL 200mm ABOVE
21.14
20.48 19.58
18.90
21.17 EXISTING 21.11
SURFACE LEVELS FFL 20.50 20.56
FFL 20.50
W
E(OH)
S
S
20.60 19.73
21.11
21.11
DEFLECT PIPES AROUND
200mm DEEP 20.58
E(OH)
W
POOL FOOTINGS
SPOON DRAIN 20.59 KERB ADAPTERS &
S
S
+ FSL 20.35
20.59 20.58 20.56 20.58
TO PIT 1|4 20.60
+ FSL 20.30
STORMWATER DISCHARGE
+ FSL 20.40
20.11
RL 21.50 +
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