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Appendix C Engineering Report · MCU22/0038
Original PDF page 24, section 1. The text section number identifies this passage in the reader.
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
CONCRETE INVERT
SW REALIGN EXISTING SWALE. .20
10.09 SW STORM WATER MAIN
10.
REFER DWG No. CP.2.01 10.2 1 0
1 IN 4 BATTER
2
9.4
9.2
FOR SWALE DETAILS. W WATER MAIN W
9.4 S SEWER MAIN S
SW
9.2 4.27
0.110 T TELECOMMUNICATIONS
9.6
9.4 1
9.2 9.6 E U/G ELECTRICITY
9.0
9.8
9.0
10.2 O/H ELECTRICITY
N
10.0 9.8
10.0 9.6 II
0.2 FENCE
9.4
SW
9.4 10.2 10.0 1
10.2
9.0
.2
9.2
th
10
FROM BASEMENT RET WALL RETAINING WALL RET WALL
Pa
9.8
LANDSCAPE 2
low
SHORING WALL
dF
UP
n
TOP OF BATTER
rla
TO BASEMENT 01
TREATMENT TABLE
SW
7100
RAMP RAMP
e FACE OF BATTER
Ov
1:5 1:10
TOE OF BATTER
9.6
1 IN 4 CATCHMENT IMPERVIOUS
MUSIC NODE TREATMENT TYPE
10.2
10.0
AREA (%) SWALE DRAIN
W
BATTER 9244 AREA (Ha)
SW
9.6
7300
UP
ROOF 1 0.083 100 ROOF AREA
10.0
9.2
9.4 TO LE
EASEMENT AB
FROM LEVEL 1 2
3500
ROAD BIO RETENTION BASIN 1 - 10m 0.012 100
W
V
AMBULANCE
EL 1
9.4
SW
LANDSCAPE 1 0.023 50
10.2
SW
ROAD AREA
9.2
ROOF 2
2600
ROOF 2 BIO RETENTION BASIN 2 - 11m2 0.085 100
9.2
W
UP
DISCHARGE TO EXISTING CONSTRUCT 600 WIDE CONCRETE
STORMWATER PIT. CHANNEL IN ACCORDANCE WITH LANDSCAPE 2 BYPASS 0.036 50 LANDSCAPE AREA
SW
7970 IPWEA STANDARD DWG NO. RS-080. TOTAL 0.239
30 GROUND
0Ø
9.8
W
10.0
9.6 FFL 10.300
BIO BASIN 2.
SW
10.2
3
SW
5400 6539 5400
AREA: 11 m2. GROUND FLOOR GFA: ROAD
10.0
REFER DWG No. CP.2.01 1,003m²
SP246584
W
RET
FOR DETAILS.
9.8
10ACCESS and CARPARKING
STUB FOR ROOFWATER
9.4
SW CONNECTION.
9.6
SW
10.2
1.6m HIGH RETAINING WALL.
WALL
SW STRUCTURAL DWGS
REFER
2600
W
FOR DETAILS
8 BAYS + 1 AMBULANCE
SW
.0
SW
RET
EXISTING
9.2
9.6 9.6
9.8
2400
10.0
2
10.0
10.
ROOF 1
HOF
WALL
W
2 PWD
2400
SW
9.6
SHARED
CP.2.01 ZONE
MAN
9.8
STUB FOR ROOFWATER 10.2
10.0
2400
9.4
CONNECTION.
W
STORMWATER LOW FLOW
N DR
SW
B BICYCLES
EC CONNECTION. DISCHARGE PROPOSED SEWER PROPERTY
TO INTERNAL PUMP SYSTEM.
10.2
E EL
P
S CONNECTION.
10.0
IVE
1
/1. E 9.8
W
EL 21 S
9.6
SW
54
STORMWATER HIGH FLOW
E
TO LEVEL 01 150Ø S
INLET HEADWALL. PVC
10
S
.0
IL 9.70 FROM BASEMENT ILS/150
EX. SEWER
LP
W
S S
10.0
E 10.2 10.2
9.4
PROPOSED WATER
225
IL4.60
SW
EASEMENT AB
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 1.8m 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
AREA: 10 m2.
SW
E 1 SP182880
9.0
/ 1.2 10.0
EL REFER DWG No.
E
E CP.2.01 9.6
S
CP.2.01 FOR DETAILS.
9.6
W
SW
9.8
SW
STORMWATER HIGH FLOW BYPASS
W
LINE. DISCHARGE TO EXISTING
E
S
STORMWATER PIT.
A
SW SW SW SW SW
15.03.22 PRELIMINARY ISSUE
SW
KC LS
SW
W
10.0
P
ELEL ISSUE DATE AMENDMENT BY APP
9.8
9.8 10.0
W
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
8 6
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
41.9
%
S
CONSULTING PTY LIMITED 2018 ©
0.40
SW
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