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RFI - Appendix B Civil Engineering Report · MCU22/0038
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SW
9.8
EXISTING
LEGEND PROPOSED
SW 10.0
EENIE CREEK ROAD PROPERTY BOUNDARY
9.4
9.6
9.6 5.00 CONTOUR 5.00
Emt U TRANSITION AND JOIN NEATLY BUILDING
SW SP182880
9.2
9.8
TO EXISTING FOOTPATH. CONCRETE
10.0
SW
Cov.I EDGE OF BITUMEN
SW
SP182845 KERB
REALIGN EXISTING SWALE. CONCRETE INVERT
SW .20
REFER DWG No. CP.2.01 10.09 SW STORM WATER MAIN
10.
10.2 1 0
2
9.4
MAX. 1 IN 3 BATTER
9.2
FOR SWALE DETAILS. W WATER MAIN W
9.4 1 IN 4 BATTER S SEWER MAIN S
SW
4.27
0.110 RM RISING MAIN RM
9.6
1
9.2 9.2 9.4 9.6 T TELECOMMUNICATIONS
9.0
9.0
9.8 9.8
10.2 E U/G ELECTRICITY
10.0 10.09.6
0 10.2 O/H ELECTRICITY
9.4
SW
9.4 10.
N
10.2
10.2
9.0
.2
9.2
th
II
10
FROM BASEMENT FENCE
Pa
9.8
LANDSCAPE 2
low
RET WALL RETAINING WALL RET WALL
dF
UP
n
SHORING WALL
rla
TO BASEMENT 01
TREATMENT TABLE
SW
7100
RAMP RAMP
e TOP OF BATTER
Ov
1:5 1:10
FACE OF BATTER
9.6
1 IN 4 CATCHMENT IMPERVIOUS
MUSIC NODE TREATMENT TYPE
10.2
10.0
AREA (%) TOE OF BATTER
W
BATTER 9244 AREA (Ha)
SW
7300
SWALE DRAIN
9.6
UP
ROOF 1 0.083 100
10.0
9.2
TO LE
9.4
EASEMENT AB
FROM LEVEL 1
BIO RETENTION BASIN 1 - 10m2 ROOF AREA
3500
ROAD 0.012 100
W
V
AMBULANCE
EL 1
9.4
SW
LANDSCAPE 1 0.023 50
10.2
SW
9.2
ROOF 2
2600
APPROX. IL 8.5 ROOF 2 BIO RETENTION BASIN 2 - 11m2 0.085 100 ROAD AREA
9.2
W
UP
CONSTRUCT 600 WIDE CONCRETE
DISCHARGE TO EXISTING CHANNEL IN ACCORDANCE WITH LANDSCAPE 2 BYPASS 0.036 50
SW
STORMWATER PIT. 7970 IPWEA STANDARD DWG NO. RS-080. TOTAL 0.239 LANDSCAPE AREA
30 GROUND
USIL 8.60 0Ø
9.8
W
10.0
9.6 DSIL 8.55 FFL 10.300
SW
10.2
BIO BASIN 2. 3
SW
5400 6539 5400
GROUND FLOOR GFA: ROAD
10.0
AREA: 11 m2. SP246584
1,003m²
W
REFER DWG No. CP.2.01
RET
9.8
10ACCESS and CARPARKING
FOR DETAILS. STUB FOR ROOFWATER
9.4
SW CONNECTION.
9.6
SW
10.2
1.6m HIGH RETAINING WALL.
WALL
SW STRUCTURAL DWGS
REFER NOTE:
2600
W
FOR DETAILS
8 BAYS + 1 AMBULANCE
SW STORMWATER PUMP OUT TANK WITH
.0
SW
RET
EXISTING
9.2
SUBMERGED PUMPS TO BE LOCATED
9.6 9.6
9.8
2400
10.0
ROOF 1
2
10.0
10.
UNDER BASEMENT SLAB WITH ACCESS
HOF
WALL
W
2 STORMWATER LOW FLOW PWD
2400
SW
OPENING IN BASEMENT SLAB.
9.6
SHARED
CP.2.01 CONNECTION. DISCHARGE TO ZONE
MAN
INTERNAL PUMP SYSTEM. STORMWATER PUMP 10.2
9.8
10.0
2400
9.4
STUB FOR OUT TANK BELOW
W
BASEMENT SLAB.
N DR
ROOFWATER
SW
B BICYCLES
EC
CONNECTION. PROPOSED SEWER PROPERTY
10.2
E EL
P
S CONNECTION.
10.0
IVE
1
/1. E 9.8
W
EL 21 S
9.6
SW
54
E
USIL 9.60 TO LEVEL 01 150Ø S
PVC
DSIL 9.55
10
RISING MAIN FROM S
.0
FROM BASEMENT ILS/150
BASEMENT PUMP EX. SEWER
LP
W
S S
10.0
E 10.2 10.2 OUT
9.4
PROPOSED WATER
225
IL4.60
SW
EASEMENT AB
RM
11793
CONNECTION. 300Ø
ILS/
2
9.2
IL4.5
W 9.6 .8
0
9
10.
9.6
9.8
7943
Emt P 10.0
Emt S
S
.2 10.2
10SP182880 300Ø CONSTRUCT NEW STORMWATER SP182880
W 10
PIT AND PIPE TO BIO BASIN 1.
LANDSCAPE 1 .0
9.6
10.0
.2 10.0 9.8
SW
EXISTING FOOTPATH TO BE REMOVED. E W E E 10 E E E E E
E 9.8
S
W B E
E EC Emt M E
CONSTRUCT 2.0m WIDE FOOTPATH INE W
SP192396 W W W W W W
SW
/1.
5
ACCORDANCE E W W W W
EL E WITH IPWEA STANDARD BIO BASIN 1.
E DWG NO. RS-065. Emt R APPROX. IL 9.00
AREA: 10 m2.
SW
E 1 SP182880
9.0
/ 1.2 10.0
EL REFER DWG No.
E
E 9.6
S
CP.2.01
CP.2.01 FOR DETAILS. USIL 9.70
9.6
W
SW
9.8 DSIL 9.00
SW
STORMWATER HIGH FLOW BYPASS
STORMWATER HIGH FLOW
W
LINE. DISCHARGE TO EXISTING B 12.05.22 FOR APPROVAL KC LS
BYPASS OUTLET HEADWALL.
E
S
STORMWATER PIT.
A
SW SW SW SW SW
15.03.22 PRELIMINARY ISSUE
SW
IL 9.70 KC LS
SW
W
10.0
P
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