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Apdx3 - Engineering Plans
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Plans and drawings
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Log in to see the plans as drawn STORMWATER PIT SCHEDULE LEGEND
MARK DESCRIPTION MARK DESCRIPTION
N
1|1 450SQ. FIP RELN OR EQUIV. PROPOSED BUILDING
SL 107.50 | IL 107.00 PROPOSED CARPARK
2|1 450SQ. FIP RELN OR EQUIV.
PROPOSED CROSSOVER
SL 107.80 | IL 107.60
PROPOSED STORMWATER SURFACE
3|1 KERB ADAPTOR FLOW
SL 107.65 | IL 107.40
SW PROPOSED STORMWATER PIPE
1|2 450SQ. FIP RELN OR EQUIV.
SL 107.40 | IL 107.20 PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
EXISTING RETAINING WALL
+ 23.750 EXISTING SURFACE LEVEL
.10
+ FSL 107
GRADE SURFACE FLOWS TO
ESL 107.10
OPAL LANE
S
ESL 107.00
H 0.2m +
EDGE RETAINING PROVIDED BY
ESL 106.90
RL107.1
SLEEPER UNDER FENCE WHERE .00
+ FSL 107
2
Screw in
.00
Conc
200mm OR LESS TYPICAL + FSL 107
ESL 107.20
+
LEGEND
107.14
S
IL104.66
S
+
FSL 107.00
+ FSL 107
C56014 S
+
S
RM
FSL 106.90
S
.10
616
LL (min) + FSL 107
S RM
E(OH)
0.5% FA
FSL 106.80
IL104.65 S
.10
RM
+ + FSL 10
+ FSL 107
IL104.64 S RM
.20
FSL 106.70
W
+ H 0.30m
+
S RM
S SL106.8
106.81 S 8 RM
S
CONNECT TO EXISTING
+
106.80 RM 107.08
E(OH)
S RM
S
IL104.65
CONCRETE PAVEMENT.
+
S RM
7.50
106.71 106.95
3.0%
106.55 S RM
106.55 S
+
RM
W
S 106.93
125X75X2 RHS GALV RHS
RM
S 107.22
S
S
Carport RM
RM
E(OH)
RL106.2 S
7 S RM
S RM
ROOFWATER TO .30
+ FSL 107
Screw in S RM 107.03 107.18
SKb RM 107.00
DISCHARGE TO PIT .30
+ FSL 107
RM 106.72
W
106.94
RM
3
S
KERB ADAPTERS & STORMWATER
E(OH)
RM 107.00
in this ar RM
1
ea)
(Sewer m
.40 DISCHARGE PIPES IN ACCORDANCE
+ INV 107
ains likel 107.19
y
Cut in bi C56014
2 WITH IPWEAQ STD DRG RS-081
FALL
SW
W
tumen 107.26
G + H 0.35m
OPAL LA
EXISTIN
E(OH)
107.23
MAX DISCHARGE 25L/S AT 5% AEP
S
1
615 107.24
3.0%
+ ESL 107
+ FSL 107.5
.50
+ ESL 106
Pool
Ø100 UPVC SN8 + FSL 107
Opal Lane
.50
FFL 107.10 + FSL 107
E(OH)
W
106.87
+ FSL 107
S
1.0%
107.04
.20
107.35
+ FSL 107
.50
5
SW
.60
106.90
NE
106.81
FFL 107.80 + FSL 107
.60
107.09
+ FSL 107
E(OH)
UTALISE 3x EXISTING KERB
FSL 107.77
W
.65
Pump
1
S
ADAPTERS AND EXISTING
.75
107.29
FSL 107.75
107.31
107.05
+
1
RUBY STR
STORMWATER DISCHARGE
107.49
SN8
FSL 107.60
Ø100 uPVC
106.79
+ ESL 107
SW
E(OH)
+ H 0.35m
PIPES IN ACCORDANCE WITH
106.91 106.95 107.10
.70
5+
+ FSL 107
Shelter SW
W
IPWEAQ STD DRG RS-081 Shelter Shade
S
+ ESL 107
+ H 0.45m
E(O
107.17 H) Shade
+ + ESL
.40
.80
E(OH)
+ FSL 107
+ FSL 107
107.15 107.05
E(O
+ H 0.6m
H)
CONCRETE SPOON DRAIN
RubE
107.07
W
106.96 107.06
.30
E(O
y SE
BETWEEN GARAGE & BOUNDARY
S
H)
+ FSL 107
RL106.7
0 107.09
107.20
ROOFWATER TO
tree
FOR SURFACE FLOWS
E(O
.20
E(OH)
Nail in K H) 106.99
Tt
b 107.17 C56014
DISCHARGE TO PIT
+ FSL 107
107.E00
(OH 107.12
) 614
W
106.88 106.75 107.07
.17
107.01 SELECTED EDGE RETAINING (CONCRETE
100Ø Cla
y Pipe
SLEEPER OR BLOCK WALL) TO
.07
STRUCTURAL ENGINEERS DETAILS
WHERE > 200mm RETAINED
W
PROPOSED STORMWATER AND SITE LEVEL LAYOUT
SCALE 1:250 @ A3
212602-OPW-01-210922.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT See the original
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