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RFI - Appendix B Civil Engineering Report · MCU22/0038
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SW
9.8
EXISTING
LEGEND PROPOSED
SW EENIE CREEK ROAD PROPERTY BOUNDARY
9.4
9.6
9.6 5.00 CONTOUR 5.00
Emt U BUILDING
SW SP182880
9.2
9.8
CONCRETE
10.0
SW
Cov.I EDGE OF BITUMEN
SW
SP182845 KERB
CONCRETE INVERT
OUTLINE OF ROOF
10.2
SW STORM WATER MAIN
9.4
9.2
W WATER MAIN
9.4
MAX. 1 IN 3 1 IN 4 BATTER
BATTER S SEWER MAIN
EARTHWORKS TABLE
SW
T TELECOMMUNICATIONS
9.2 9.2
E U/G ELECTRICITY
9.6
9.0
9.0
99.8
10.2 O/H ELECTRICITY
N
9.8 .8
9.180.0
10.0 9.6 10.0
SITE STRIP (m³) CUT (m³) FILL (m³) EXPORT FENCE
9.4
SW
10.2 9.4 10.2 10.0
9.0
II
9.0
.2
9.2
th
RETAINING WALL
10
FROM BASEMENT RET WALL RET WALL
Pa
9.8
(100 DEEP) (m³)
low
SHORING WALL
dF
UP
TOP OF BATTER
an
TO BASEMENT 01
SW
GROUND
erl
7100
RAMP RAMP
FACE OF BATTER
9.4Ov
1:5 1:10
SITE EARTHWORKS
9.6
1 IN 4 FFL 10.300 220 10,530 260 10,270 TOE OF BATTER
9 .6
BATTER
10.2
10.0
BEL 10.080 SWALE DRAIN
W
9244
SW
10.0
7300 TREE
UP
CUT AREA
9.2
TO LE
9.4
EASEMENT AB
FROM LEVEL 1
3500
W
V
AMBULANCE
EL 1
SW
FILL AREA
10.2
9.2
2600
9.2
W
9.2
UP
BIO BASIN BASEMENT
7970
9.8
RP BDY
W
10.0
RP BDY
EENIE
9.6 1 IN 4 BATTER
9.2
BIO BASIN 2. REFER BASEMENT 2 CREEK
SW
10.2
3 GROUND FFL 10.300
II
SW
5400 6539 5400
9.8
DWG No. CP.2.01 FOR GROUND FLOOR GFA: ROAD
FFL 2.820 SP246584
DETAILS. 1,003m²
W
BEL 2.600
RET
9.8
10ACCESS and CARPARKING
9.4
SW TEMPORARY BATTER SLOPE NATURAL SURFACE
9.6
SW
TO GEOTECHNICAL ENGINEERS
WALL
SW 2 BASEMENT 2
REQUIREMENTS
2600
- FINISHED SURFACE
W
FFL 2.820
8 BAYS + 1 AMBULANCE
SW
.0
SW
SHORING WALL BY BEL 2.600 SHORING WALL BY
9.6
RET
EXISTING
9.2
9.4
2400
OTHERS. OTHERS.
2
10.0
9.8 9.6
10.
9.4
BULK EARTHWORKS
9.6
HOF
WALL
W
PWD
2400
SECTION
SW
SHARED
1 SURFACE
ZONE
STORMWATER PUMP
SCALE 1:200 -
MAN
9.6 OUT TANK BELOW
2400
9.4
BASEMENT SLAB.
W
1.6m HIGH RETAINING WALLL.
N DR
SW
B BICYCLES
EC BIO BASIN
REFER STRUCTURAL DWGS
BASEMENT EXISTING DRIVEWAY
10.2
E P FOR DETAILS
EL 10.0
IVE
9.8
PAD LEVEL 10.080
RP BDY
W
9.6 21 HOFMANN
SW
54 II
GROUND FFL 10.300
E
TO LEVEL 01 DRIVE
9.6
1.6m HIGH RETAINING WALL. FROM BASEMENT
NATURAL SURFACE
ELREFER STRUCTURAL DWGS
W
P
10.0
10.2 10.2
9.4
SW
FOR DETAILS
EASEMENT AB
RM
11793
8.6
9.0
8.8
9.2
9.2
9.4 10.0
W 9.6 BASEMENT 2
9.8
9.6 SHORING WALL BY FINISHED SURFACE
9.8
TEMPORARY BATTER SLOPE
7943
10.0 FFL 2.820
Emt S 10.0 SHORING WALL BY
OTHERS. .2 10.2 TO GEOTECHNICAL ENGINEERS BEL 2.600
10SP182880
W REQUIREMENTS OTHERS.
1
9.6
10.0
SHORING WALL BY
- .2 BULK EARTHWORKS
SW
E W E E 10 E E E E E OTHERS.
E W B E 9.8 SURFACE
E
E
W
EC Emt M
SP192396 W
E
W
SECTION 2
SW
/1.
5 E W W W W -
EL E BIO BASIN 1. REFER SCALE 1:200
E Emt R
SW
2 E DWG No. CP.2.01 FOR SP182880
/1. 10.0
EL E DETAILS.
E
W
SW
9.8
SW
FINISHED SURFACE
W
LEVEL B 12.05.22 FOR APPROVAL KC LS
E
150 CONCRETE SLAB
SW SW SW
A 15.03.22 PRELIMINARY ISSUE KC LS
SW
W
10.0
P
ELEL 100 CBR 15 ISSUE DATE AMENDMENT BY APP
9.8 BULK EARTHWORKS
9.8 10.0
W
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
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