Original source · versioned page text
221304-OPW-01-230327
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|3 450SQ. FIP RELN OR EQUIV. PROPOSED BUILDING
SL 20.20| IL 20.00 SL 20.35| IL 19.80 PROPOSED CARPARK
2|1 600SQ. FIP RELN OR EQUIV. 2|3 450SQ. FIP RELN OR EQUIV.
PROPOSED CROSSOVER
SL 20.40| IL 19.95 SL 20.30| IL 19.560
PROPOSED STORMWATER SURFACE
3|1 600SQ. FIP RELN OR EQUIV. 3|3 KERB ADAPTOR FLOW
SL 20.30| IL 19.85 SL 19.10| IL 18.95
SW PROPOSED STORMWATER PIPE
4|1 600 SQ FIP RELN OR EQUIV.
SL 19.60| IL 19.15 PROPOSED RETAINING WALL
5|1 KERB ADAPTOR + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
SL 18.95| IL 18.80 FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
EXISTING BOUNDARY
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 SLEEPERS UNDER FENCE
PROVIDE Ø100 uPVC SN8 TYPICAL FOR MINOR BOUNDARY
TANK OVERFLOW PIPES TO RETAINING & TO CONTAIN
PITS w NON-RETURN VALVES STORMWATER FLOWS TYPICAL
SHAPE SURFACE FLOW TO OVER
2/Ø100mm HOLES CORED END KERB OF DRIVEWAY KERB ADAPTERS &
IN SLEEPERS UNDER 2/125x75x3 RHS GALV RHS OR
Ø100 uPVC SN10 0.5m C/C STORMWATER DISCHARGE
FENCE FOR OVERLAND H)
E(O 5 PIPES IN ACCORDANCE WITH H) E(OH)
W
1 IN 3 MAX VEGETATED 18.78
FLOW FROM REAR BATTER TO EXISTING
)
1 IPWEAQ STD DRGE(O
RS-081 E(O
+ 21.20
2 4 (OH
E(OH)
H)
+ 21.40
+ 21.00
3
E
E(OH)
+ H0.20
+ 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)
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 E(EOH S
S S S 20.43 + FSL 19.45 19.04
SW 18.81
FSL 20.50 + + FSL 20.40 S
+SWFSL
S 20.38 S
19.2E(OH)
20.00
20.44 19.64 SW
MAX SITE DISCHARGE
19
19.6
21.17 19.60 SCREW
+ FSL 19.04
19.
S 20.55 + 20.56
FSL 20.30
19.8
21.21 SW SW SW S
SW + FSL 20.35
S SW S SW SW S 20. 20. SW SW +
SW 19.39
S
21.43 21.19
Ø150 uPVC 0.5% S SW SW 0.5%
SW
SN8 FSL 2
SEWER MANHOLE
+ FSL 19.50
4
SN8
20
FSL 21.35 + 4 2 SW SW SW
N8
S
S Ø150 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 S
Ø100
S
S
20.45 S S
+ LIP 18.84 PER KERB ADAPTER
S
S
SW
SW S S
TW 21.70 + + H1.50 21.24 21.17
19.41 19.04
SEWER MANHOLE
1 21.12 21.10 11.50% 5.0% 19.48
+ FSL 19.04
E(OH)
+ FSL 20.45 + FSL 20.50 + FSL 20.35 + FSL 20.20 + FSL 19.53 12.5%
1 18.86
W
SW Kerb Outlet
S
21.40
S
E(OH)
21.27
20.59 + FSL19.49
19.60 + FSL 19.00
100mm HIGH REFER DRAWING 221304-C10 FOR 19.46
W
19.78 19.77
CORAL TREE AVENUE
ROLL UP KERB LONGITUDINAL SECTION + LIP 18.85
S
19.40
1
S
21.32 18.85
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 2|1 20.60
+ FSL 20.30
+ FSL 20.45 STORMWATER DISCHARGE
+ FSL 20.40
20.11
RL 21.50 +
19.4
19.2
+ FSL 20.45
19.6
19
19.8
+ FSL 20.25
20.2
PIPES IN ACCORDANCE WITH
20
20.4
E(OH)
TW 21.70 + 21.48
+ H0.30
+ H0.20
+ H0.35
+ H1.30
20.6
+ H1.0
+ H0.8
+ H0.40
+ H0.10
20.8
W
21.50 + + FSL 20.40 Ø100 uPVC SN8 IPWEAQ STD DRG RS-081
21
21
21
S
.2
S
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.