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RFI - Att 2 - 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 STORMWATER PIT SCHEDULE LEGEND
MARK DESCRIPTION MARK DESCRIPTION N MARK DESCRIPTION
1|1 450SQ. FIP RELN OR EQUIV. 1|2 450SQ. FIP RELN OR EQUIV. PROPOSED BUILDING
SL 20.20| IL 19.60 SL 19.10| IL 18.95 PROPOSED CARPARK
2|1 600SQ. FIP RELN OR EQUIV. 1|3 450SQ. FIP RELN OR EQUIV.
PROPOSED CROSSOVER
SL 20.40| IL 19.50 SL 20.35| IL 19.80
PROPOSED STORMWATER SURFACE
3|1 600SQ. FIP RELN OR EQUIV. 2|3 450SQ. FIP RELN OR EQUIV. FLOW
SL 20.10| IL 19.35 SL 20.30| IL 19.560
SW PROPOSED STORMWATER PIPE
4|1 600SQ. FIP RELN OR EQUIV. 3|3 KERB ADAPTOR
SL 20.05| IL 19.30 SL 19.10| IL 18.95 PROPOSED RETAINING WALL
5|1 150 WIDE GALV STRIP DRAIN OR 1|4 450SQ. FIP RELN OR EQUIV. + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
EQUIV. w 600 SQ JUNCTION AT PIPES SL 21.30| IL 20.85 FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
SL 19.06| IL 18.85
EXISTING BOUNDARY
6|1 KERB ADAPTOR
SL 18.95| IL 18.80 EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
D50=150-200 THICK. ROCK PROTECTION EXISTING RETAINING WALL
OVER GEOFABRIC TO DIRECT EXTERNAL + 23.750 EXISTING SURFACE LEVEL
FLOWS INTO PIT 2|1.
PROVIDE Ø100 uPVC SN8 PROVIDE SLEEPERS UNDER
TANK OVERFLOW PIPES TO FENCE TYPICAL FOR MINOR
PITS w NON-RETURN VALVES BOUNDARY RETAINING
SHAPE SURFACE FLOW TO OVER
PROVIDE RAISED KERB EDGE (200mm
END KERB OF DRIVEWAY KERB ADAPTERS &
MIN) & BATTER SURFACE TO EXISTING 2/125x75x3 RHS
10.00 RAISED KERB EDGE (300mm HIGH) GALV RHS 0.5m C/C
H)
STORMWATER DISCHARGE
E(O 6 PIPES IN ACCORDANCE WITH H) E(OH)
W
1 IN 3 MAX VEGETATED 18.78
E(O
1
)
BATTER TO EXISTING IPWEAQ STD DRGE(O
RS-081
+ 21.20
2 5 (OH
E(OH)
H)
+ 21.40
+ 21.00
3 4
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 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
+SWFSL
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 SW SW SW S
SW + FSL 20.10
S SW S SW20. 20. + 19.39 SW
S
21.43 21.21 21.19
Ø225 uPVC 0.5%SWS SW SW
0.5%SW SW
SN8 FSL 2
SWSEWER MANHOLE + FSL 19.06
SW
4
SN8
20
S 2 SW SW SW
FSL 21.35 + N8
S 4
S Ø225 uPVC 17.5L/S AT 5% AEP
20.6
SW S
S
20.8
S
u P VC S
S
21
S0.
21.2
W
S
21.4
21.50 + + FSL 20.20 00 +SFSL 19.04+ LIP 18.84
Ø100 0.5%
S
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 REFER DRAWING 221304-C10 FOR 2.5%
19.46
W
19.78 19.77
1
CORAL TREE AVENUE
ROLL UP KERB LONGITUDINAL SECTION + 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 2/DURAPLAS LATTICE OR EQUIV. TANKS, 1
19.40
TW 21.70 + + H1.35 20.59 PER
20.60UNIT 3kL UNDERGROUND
20.60 INSTALLED
20.63
21.36
BLOCKWORK RETAINING IN ACCORDANCE w MANUF. SPECS. FOR 19.83
W
21.14
E(OH)
WALL (DESIGN BY OTHERS) EXTERNAL WATER USE ONLY
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 ROOFWATER IN TO TANKS BY FFL 20.50 20.56
FFL 20.50
W
E(OH)
PLUMBER/HYDRAULIC DESIGNER
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 20.38
+ FSL 20.35
20.59 20.58 20.56 20.58
TO PIT 1|4 20.60
+ FSL 20.30
+ FSL 20.45 STORMWATER DISCHARGE
+ FSL 20.40
20.11
RL 21.50 +
19.4
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