Council archive · source document
Appendix D Stormwater Management Plan · MCU22/0038
Plans and drawings: the text below has words only, no drawings.
Original PDF page 31, section 1. The text section number identifies this passage in the reader.
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
1 IN 4 BATTER
S SEWER MAIN
EARTHWORKS TABLE
SW
9.2 T TELECOMMUNICATIONS
9.2 E U/G ELECTRICITY
9.6
9.0
9.0
9.8 99.8
10.2 O/H ELECTRICITY
N
.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
9.6
1 IN 4 FFL 10.300 SITE EARTHWORKS 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
80210.0
WALL
W
PWD
2400
SECTION
SW
SHARED
1 SURFACE
9.8 89.
ZONE
SCALE 1:200 -
MAN
9.6
2400
9.4
W
1.6m HIGH RETAINING WALLL.
N DR
SW
B BICYCLES
EC BIO BASIN
REFER STRUCTURAL DWGS
BASEMENT EXISTING DRIVEWAY
10.2
E P 10.2 FOR DETAILS
EL 10.0
9.8
IVE
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
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
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
68
LEVEL WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF See the original
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