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Engineering Plans
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
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Log in to see the plans as drawn W RM T
0
T
0
2.2
v
1.8
SW E
W
12
12
RM
LP T
v
E
S
E
T
W
SW
RM
LOT 1 T
v
0
3,054m²
1.6
12.40
E
E
S
1
v
12
T
RM
T
.2 0
W
SW
E
E
EXISTING LEGEND
1
12
T
0
S
.0
E
SW SW EXISTING STORMWATER PIPE
1
E
12
TRM
W
TAYLOR
E
T
0
EXISTING SEWER MAIN
SW
S S
0. 8
COURT W W EXISTING WATER MAIN
12
S
.6 0
v v v EXISTING ELECTRICITY-OVERHEAD
W
120
.40
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RTM
0
S
10
EXISTING TELECOMMUNICATION
2
T T
2
E
.
120
SW SHADING INDICATES PROPOSED W EXISTING TREE
Y
STAFF
AR
EXTENSION OF COMMERCIAL
RECREATION
600 x 600 G.I.P. EXISTING CHANNEL / SWALE
.66 > > > > >
AREA
BO WRMT
0
E D
120
W
SW
S
SL - 120.600
9.8
L
UN
SW DRIVEWAY CROSS-OVER XR W EXISTING EDGE OF BITUMEN
1.610
W
// T ILout - 120.000 \\\ \\\
GENERALLY IN ACCORDANCE LOT 2
9
20.7 EXISTING SURFACE CONTOURS
E
FFL 121.0m 15
11
G
U 01
WITH IPWEAQ STD DWG RS-51 L1 3,136m²
E IN
XR
EX RWM T
PAD 120.7m
DP
S
5X W EXISTING OPTIC FIBRE
IST
SW
S
.9 OF OF
T
120
SW
RL
X RL 120.61 G G EXISTING GAS MAIN
S T W
e
nag
W 120
600 x 600 G.I.P.
sig
E S
T .80
S
EXISTING TOP OF BANK
W U 01
S T SL - 120.430 E
X RL 120.80 12 X R S
W
E ILin - 119.825
E
W 0.8L 1 EXISTING KERB
BIN 0 20 S
S ILout - 119.800 STORE
X RL 120.60 .9 S
X RL 120.73 600 x 600 G.I.P.
SW
S
N
//
S
MI
W
Y SL - 120.395
DAR X RL 120.70 S
%
OUN
0.5
PROVIDE 150Ø PVC-U STUBS OUT B S
ILout - 119.795
S
TING // S RL 120.7 X FFL 120.7m LEGEND
@
OF ALL PITS FOR ROOF WATER EXIS X RL 120.65
00
l
VC X RL 120.65 U 02 W
00 PAD 120.4m
11
ENT
120.
bin
// S l
RL 120.65 X
CONNECTIONS (TYPICAL). REFER 00
uP
11
bin
BIN
PROPOSED BUILDINGS
bin
sh STORE
RL
Ø
wa
S X RL
S
TO HYDRAULIC CONSULTANTS
E EASEM
25
120
X
BIN 120.6 W
RL
PWD .65
1/2
XR STORE 1
FOR DETAILS. X
12
L1
0.6
SW
X
20 0 X RL 120.43 12 S PROPOSED CONCRETE
60
RL
.5 U 11 0
9.865
PWD
FFL 120.65m .60
0.
circulation
12119
11120.45
U 03
FFL 120.6m LOT 3
12
W
0.5 .40
DRAINAG
0.4
PAD 120.35m
motorcycle DP
4
X RL
parking
PAD 120.3m
12
EX 3,234m² PROPOSED DRIVEWAY CROSS-OVER
RL
X RL 120.6 S
IS
X
RL 120.395 X T PROVIDE
W
150Ø PVC-U STUBS OUT OF ALL PITS FOR
IN
SW
X
RL 120.55 X
.5% MIN
G ROOF WATER CONNECTIONS (TYPICAL). REFER.4TO
0.6
FFL U120.4m 9 0 BIORETENTION See the original
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