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Engineering Plans
Original PDF page 4, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawnmotorcycle DP
50
11 0.2
4
R L parking
PAD 120.3m
12
30 X 3,234m²
RL
X RL 120.6
2
S PROPOSED EARTHWORKS FILL
BW 1
X
TW
RL 120.395 X W
SW
X
RL 120.55 X
0.6
FFL U120.4m .40 PROPOSED RETAINING WALL
FFL 120.5m 119
12
10
FFL 120.25m S
RL
PAD 120.1m
12
TW 120.1 U 11 PAD 119.95m PAD 120.2m
PROPOSED BUILDING RETAINING WALL
0.4
U 03
9.4 00
BW 119.500 RL 120.5 X
RY
0 .3
RL U 12
30
11 19.9
0.2 120
0
75 12 12
BOUNDA
0
RL
0.4
SW
.4 Q100 OVERLAND FLOW PATH
BWW 1
U 12
0
X
X
FFL 120.2m
U 04
9.4 00
A
12
RL 120.45 X
T
DP
80
11 .8
12 RL 120.2 X PAD 119.9m FFL 21.0
9
TW 119.8 FFL 120.2m 0.2 PROPOSED BUILDING LEVELS
1
BW 119.3 00
BW 1
0
0.1
U 12
RL 120.15 X
TW
EXISTING
PAD 119.9m PAD 20.7
RL
12
40
12
RL
SW
0.1
X
.
X
RL
L.P
FFL 120.10m
5X
RL
X
RL 120.15 X
12
RL
12
85
0.0
X RL 119.90 L.P. PAD 119.80m
0.2
12
19.
H.
FFL
U 09 120.15m
0.2
P.
RL
L1
TW 119.8
.0
A
.12
X
9.4 00
X
RL
12
PAD 119.85m 11
20
.10 9.60
XR
BW 119.0 50
0.1
50
20
0.0
11 19.9
L1
12
120
0
12
1
5
TW119.8 95
U 05
12
0.1
SW
.00
X
0.1
XR
RL
RL
BWW 1
RL
5
12
R05 BW119.0 00
RL 1
0.0
X
X
RL 120.15 X
.975 20.0
0
X
RL
DPDP
119
12
120.0
9 118.80
T
.80 X
95 L 11 RL
X
RL
X R 120.05 120
X
119
.60 DP
X RL .2 X FFL 120.2m
119.40
PAD 119.9m 115.20
SW
119.00 FFL 120.2m U 05
119.20
CONSTRUCT RETAINING FFL 120.05m
RL
PAD 119.9m U 06
.10
BIO FFL 120.1m
12
U 07
20
WALL AT EXTENTS OF BIO PAD 119.75m
0.1
119.00
TW 119.900
0
BW 119.280
L1
PAD 119.8m
0X
RL119.0
8.6
U 08
XR
TW 119.900
BW 119.080
119.2101
PROPOSED BIO RETENTION 0
TW 119.800
8.8
BW 118.750
SW
APPROX. EARTHWORKS QUANTITIES:
BASIN WITH CONCRETE 11
TW 119.900
BW 118.480
TW 119.750
NATURAL SURFACE v DESIGN
BW 118.450
DETENTION TANK
TW 119.800
BW 118.290
TW119.800
BW118.200
WEIR 119.35 117.80
E
00
CUT -12m³
NT
UNDERNEATH. REFER TO
BW118.3 00
00
DRAINAG
40
117.20 116.80 5. FILL 2688m³
TW119.8
6.00
116.8
EASEME
2123-R07 FOR DETAILS 117.11 6.4
6.6
6.2 11
7.00 BIO -53m³
116.60 TANK -132m³
BOXING (0.3m) -462m³
EXISTING GRASS
SW
RY
EXISTING BOUNDA
IMPORT 2029m
SW
TURFED SWALE (SOLID VOLUME)
EMERGENCY RELIEF OVERLAND FLOW
INDICATES DROP EDGE RETAINING WALL THROUGH BACK OF CARPARK U05 & U06
TO BE INCORPORATED INTO BUILDING. NOTE
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
NOTE, TOP OF WALL LEVEL = PAD LEVEL · CUT AND FILL SHADING REPRESENTS EARTHWORKS
B
DRAINAGE BETWEEN NATURAL SURFACE AND BOXING
C
RESERVE SURFACE LEVELS
5
NOTE:
R0
REFER ARCHITECTURAL DRAWINGS FOR PAD LEVELS FOR ALL BUILDINGS 300mm BELOW FFL
FINAL BUILDING FOOTPRINTS AND FLOOR · ROAD BOXING 300mm BELOW FINISH See the original
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