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Revised Civil Engineering Plans
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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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
1.6
12.40
E
E
S
21
T v
1
RM
T
0
W
SW
E
E
1.2
EXISTING LEGEND
12
T
0
S
.0
E
SW SW EXISTING STORMWATER PIPE
21
E
TRM
W
DRIVEWAY TO BE 1.0m
E
1
T
.8 0
EXISTING SEWER MAIN
SW
S S
CLEAR OF EXISTING
0
W W EXISTING WATER MAIN
12
S
TAYLOR
.60
v v v EXISTING ELECTRICITY-OVERHEAD
W
120
.40
SW COURT W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RTM
1200
S
T T EXISTING TELECOMMUNICATION
2
E
.
120
SW SHADING INDICATES PROPOSED W EXISTING TREE
Y
AR
EXTENSION OF COMMERCIAL 600 x 600 G.I.P. > > > > > EXISTING CHANNEL / SWALE
BO WRMT
0
E D
W
SW
S
SL - 120.600
9.8
UN
W
SW DRIVEWAY CROSS-OVER W EXISTING EDGE OF BITUMEN
1.160
// T ILout - 120.000 \\\ \\\
E GENERALLY IN ACCORDANCE LOT 2
9
15 EXISTING SURFACE CONTOURS
11
G
U 01
WITH IPWEAQ STD DWG RS-51
E IN
EX RWM T
W EXISTING OPTIC FIBRE
IST
SW
S
OF OF
S
T
SW
X RL 120.61 G G EXISTING GAS MAIN
S T W
W
E 600 x 600 G.I.P. T S EXISTING TOP OF BANK
W U 01 S
S T SL - 120.430 E S
ILin - 119.825 X RL 120.80 W EXISTING KERB
E E W S
S ILout - 119.800 X RL 120.60 S
600 x 600 G.I.P.
SW
S
//
S
W
Y X RL 120.70S SL - 120.395
DAR
B OUN ILout - 119.795
S
TING // LEGEND
S
S
OF ALL PITS FOR ROOF WATER EXIS U 02 W
00
120.
ENT
// S
CONNECTIONS (TYPICAL). REFER S
S PROPOSED BUILDINGS
TO HYDRAULIC CONSULTANTS
E EASEM
W
FOR DETAILS.
SW
0 U 11 S PROPOSED CONCRETE
9.8 FFL 120.65m
11120.45
U 03
.4 LOT 3
119
W
DRAINAG
20 PAD 120.35m
X RL 1 EX PROPOSED DRIVEWAY CROSS-OVER
RL
.
IS S
40
X
TIN W
SW
G ROOF WATER CONNECTIONS (TYPICAL). REFER.4TO
BO 9 0 BIORETENTION BASIN
HYDRAULIC CONSULTANTS FOR DETAILS. 11
U 10
600 x 600 G.I.P. FFL 120.25m UN
S
U 11 PAD 119.95m U 03
DA
SL - 119.850 20
.3 U 12 RY PROPOSED KERB AND CHANNEL
1
RL
ILin - 119.110 RL
12
SW
X U 12
RY
0.4
ILout - 119.085 U 04 PROPOSED RETAINING WALL (BY OTHERS)
X
BOUNDA
.1 FFL 120.2m
U 12
PROPOSED STORMWATER DRAINAGE
600 x 600 G.I.P. 1 20 PAD 119.9m
RL
SL - 119.850
SW
X
RL
EXISTING
12
ILin - 119.110
85
0.0
19.
H.
ILout - 119.085 U 09
P.
RL
L1
.0
X
2
X
RL
12
20
119.60
XR
0.1
0.1
0.0
0
L1
12
TW119.8
12
.15
0.1
12
U 05
0.1
SW
BW119.0 00
X
XR
RL
20
12
RL
5X
1
X
RL
RL 120.15 X
95 .975 RL
118.80
X
L 11 9 X
[email protected]% MIN
115.20
[email protected]% MIN RL U 05
119.20
600 x 600 G.I.P. U 06 12
0.1
SL - 119.975 BIO U 07 0.1
20
119.00 0
0
L1
X
RL119.0
8.6
ILin - 119.050 U 08
XR
11
ILout - 119.025 0
8.8
SW
ILtank overflow [email protected]% MIN
600 x 600 G.I.P. EMERGENCY RELIEF OVERLAND See the original
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