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Engineering Plans
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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
.20
W
SW
E
E
EXISTING LEGEND
1
12
T
0
S
.0
E
SW SW EXISTING STORMWATER PIPE
1
SHADING INDICATES LANDSCAPING
E
12
TRM
W
TAYLOR
E
T
0
EXISTING SEWER MAIN
SW
BUFFER. REFER TO LANDSCAPE ARCHITECT S S
0.8
COURT DOCUMENTS FOR FURTHER DETAILS. W W EXISTING WATER MAIN
12
S
.60
v v v EXISTING ELECTRICITY-OVERHEAD
W
120
.40
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RM
1200
3.2 T
S
T T EXISTING TELECOMMUNICATION
2
E
.
120
SW
Site BM
SHADING INDICATES PROPOSED STAFF
RECREATION
W EXISTING TREE
RY
EXTENSION OF COMMERCIAL AREA > > > > > EXISTING CHANNEL / SWALE
PM 190989
3.7WRMT
0
W
SW
S
DA
9.8
W DRIVEWAY CROSS-OVER EXISTING EDGE OF BITUMEN
BO E
SW W
1.160
\\\ \\\
UN
T
E RL=120.402
GENERALLY IN ACCORDANCE LOT 2
//
9
FFL 121.0m 15 EXISTING SURFACE CONTOURS
11
U 01
WITH IPWEAQ STD DWG RS-51 3,136m²
RM T
ING
DP
SW W EXISTING OPTIC FIBRE
S
W
OF OF
S
T
EX E
SW
IST
G G EXISTING GAS MAIN
S T W
n age
W
sig
E S
T
S
EXISTING TOP OF BANK
W U 01
S T E S
W W EXISTING KERB
E E
BIN S
STORE
S
S
SW
S
//
9m
S
W
DARY S
OUN S LEGEND
ING B //
S
S FFL 120.7m
T
PROVIDE LINEMARKING TO ALL EXIS 00
l U 02 W
0.00
11 in
b
// S l
12
00
11 in
CAR PARKING BAYS AS SHOWN
b
BIN
S
PROPOSED BUILDINGS
wa in
STORE
sh
b
S
IN ACCORDANCE WITH MUTCD. BIN
STORE PWD W
PROPOSED CONCRETE
SW
0 U 11 S
9.8
PWD
circulation FFL 120.65m
11
U 03
FFL 120.6m LOT 3
119
motorcycle
W
PROPOSED DRIVEWAY CROSS-OVER
DP
parking
EX 3,234m²
.40
S
IS
TIN
NT
W
SW
G BIORETENTION BASIN
.40
EASEME
FFL U120.4m
10 FFL 120.5m BO 119
FFL 120.25m UN
S
U 11
U 03 DA PROPOSED KERB AND CHANNEL
U 12 RY
E
PROPOSED RETAINING WALL (BY OTHERS)
SW
DRAINAG
U 12
DP
FFL 120.2m
U 04
PROPOSED STORMWATER DRAINAGE
FFL 120.2m
U 12
RY
SW
FFL 120.10m
BOUNDA
FFL
U 09 120.15m
119.60
EXISTING
U 05
SW
DPDP
118.80
DP
FFL 120.2m
115.20
SW
FFL 120.2m U 05
119.20
PROPOSED BIO-RETENTION FFL 120.05m U 06
FFL 120.1m U 07
BASIN & DETENTION TANK 119.00
.60
U 08
(UNDERNEATH). REFER TO
8
11
0
8.8
SW
2123-R07 FOR DETAILS.
11
117.80
00
40
117.20 116.80 6.40
6.8
6.6
116.2
6.0 1 5.
117.11 7.00 1
116.60
EXISTING GRASS
SW
RY
EXISTING BOUNDA
SW
TURFED SWALE
EXISTING FIELD INLET TO EXISTING FIELD INLET
OUTLET HEADWALL (LEGAL TO OUTLET HEADWALL
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
POINT OF DISCHARGE)
DRAINAGE
RESERVE NOTE:
REFER ARCHITECTURAL DRAWINGS FOR
FINAL BUILDING FOOTPRINTS AND See the original
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