stage 1 - villawood properties€¦ · tmp 1. 00 1.00 2. 4 0 2. 4 0 2.20 1. 0 1 0. 0 0 1.0 0 2. 4 0...
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TMP
1.00
1.00
2.40
2.40
2.20
1.001.00
1.00
2.40
2.40
2.40
2.40
7.06
6.81
9.30
1.20
1.20
1.20
1.20
1.20
13.50
16.00
16.00
16.00
16.00
16.00
16.00
PSM
INSTALL
PSM
INSTALL
PSM
INSTALL
3.18
1.50
PSM
INSTALL
7.00
INLET POND
OUTLET POND
IL245.35
IL245.35IL245.15
IL245.15
15
33
36
16
16
36
16
13 4.24
33
32
16
4.24
4.24
4.24
25
11m
14
28
29
4.24
32
32
32
32
32
32
32
32
32
32
32
32
32
4.24
29
36.23
36.61
36
16
16
32
32
32
32
16
16
1616
32
29
1614
1416
18.891616
18
12.5012.50
18
1616
16
16
16
17.50
17.50
16
16
1616
16
18
29
4
4
36.29
36.34
36.39
36.45
36.50
36.55
4.24
4.24
4.24
4.24
32
32
32
29
12.5012.50
25 28
28
28 25
1516
1615.89
29
32
32
32
28
28
28
28
28
28
28
28
28
28
28
28
16
9.50
12.50
12.50
12.50
28
14
11m
1314
1412.50
12.50
12.50
14
12.50
1412.50
12.50
14
12.50
12.50
1412.50
12.5014
12.50
14
12.5012.50
12.50
16.89
1616
16
16
1616
16
1616
16
16
1616
13
16
16
16
16
16
16
16
16
16
16
16
1613.89
14
14 28
28
28
28
28
25
13
33.05
4.35
1618.66
13.7816
2.00
m D E
2.00 m S E 3.00 m S&D E
2.00 m S E
3.00 m S&D E
2.00 m S E
3.00 m S&D E
2.00 m D E 3.00 m S&D E
3.00 m S&D E
3.00
m S
&D E
245.67
248.77
248.73
248.75
246.41
246.60
246.45
246.59
246.58
248.04
247.58
247.74
245.45
248.00
245.37
245.27
245.25
247.92
248.17
248.09
248.03
247.77
247.22
247.28247.44
247.47
247.95
248.41248.43
248.52
244.60244.97
245.72
244.80
244.68
244.78
245.14
244.76
245.05
245.04
245.22
245.39
246.26
246.43
246.13
246.29
245.92
246.19
245.77
247.47
248.15
246.09
246.74
246.72
247.44
248.12
248.24
248.24
248.16
247.33
247.14
247.16
246.98
247.00
246.85
246.84
246.69
248.27
245.49
245.42
246.88
246.86
246.77
246.64
246.54
246.46
246.31
246.19
246.14
245.96
245.84
245.76
245.63
245.57
248.18
248.06
247.98
247.90
247.85
247.70
247.72
247.62
247.67
247.61
247.58
247.49
247.48
247.19
247.08
247.04
246.94
246.88
246.81
246.38
245.86
245.64
245.30
247.87
247.37
247.32
247.20
247.11
247.06
247.00
247.65
247.71
247.58
248.68
248.51
248.28
245.54
248.51
248.46
248.44
248.59
247.63
4.24
BL248.74
BL248.85
BL248.26
BL247.82
BL248.78
H
H
H
H
H
BL248.21
BL247.90
BL247.98
BL248.06
BL248.14
HH
H H
HH
HH
H
BL245.42
BL246.24
BL246.47
BL246.51
BL246.34
BL246.10
BL245.91
BL245.75
BL245.59
BL246.36
245.69
BL245.44
BL246.53
BL246.51
BL246.88
BL246.64
BL246.40
BL246.24
BL246.20
BL246.36
1m-0m RIDGE
1m RIDGE
BL247.24
BL247.51
BL247.79
BL247.38
BL248.17
BL248.06
BL247.15
BL247.03
BL246.90
BL246.77
BL246.64
BL246.51
BL246.33
BL246.04
BL245.70
BL245.37
BL245.03
BL244.71
BL244.59
BL244.86
BL245.04
TOP245.13
TOP245.17
2.00 m S E
2.00 m S E
3.00
m S
&D E
247.15
248.24
245.10
BL248.38
248.28
H
HH H
HH
H HH
HH
HH
H
H
H
H
13.64
10.75
10.75
10.75
10.75
10.75
10.75
10.75
10.75
10.75
10.75
10.64
1613
4.24
STAGE 3FUTURE
WHITELEAF DRIVE
249.08
BL248.59
BL248.57
249.05
BL248.65
248.91
248.98
BL248.61
GOLDINGTON STREET
W
AY
LA
TT
ERI
DG
E
TH
OR
NA
BY
DRI
VE
245.44
245.59
246.09
246.21246.55
246.73
247.33
BL247.47
247.28
247.16
BL246.98
BL246.50
246.80
246.64
246.48
246.36
BL246.12
246.22
BL245.99
245.98
BL245.87
245.80
BL245.76
245.72
BL245.64
245.63
WHITELEAF DRIVE
1414
248.63 248.32
25.79
41.15
A50.70
R76.80
C49.78
125.87
R200A23.15
C23.14
34.66
K&C - HB2
7
8
9
10
11
12
13
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
47
48
49
50
51
52
54
55
56
57
5859
60
61
71
72
73
74
76
80
R10.
5
R10.5
R10.
5
"NO ROAD" SIGN
R10.5
"NO ROAD" SIGN
R10.
5
R10.
5
R10.5
"NO ROAD" SIGN
R10.
5
R10.
5
R10.5
"NO ROAD" SIGN
R10.
5
R10.
5
53
"NO ROAD" SIGN
R8.60
R8.60
R8.60
R8.60
R8.60
R8.60
R8.6
0
R8.60
R8.60
R8.60
R8.60
R8.60
R8.6
0
R8.60
R1
R1
R255.50
R8.60
R8.60
R250.30
R200.30
R8.60
R8.60
R15.00
R1
R12.
50
AV
EN
UE
HA
RFI
EL
DR50.00
R20.00
K&C - S
M2
K&C - S
M2
PROVIDE CONCRETE EDGE
ROWPROTECTION STRIP AND
OF AG's
CIRCLE @ 1:200
GRADE TURNING
PROVIDE 200mm COMPACTED
TURNING AREA
DEPTH FCR TEMPORARY
@1.5m CTS
PINE BOLLARDS
PROVIDE TREATED
CIRCLE @ 1:200
GRADE TURNING
TURNING AREA
DEPTH FCR TEMPORARY
@1.5m CTS
PINE BOLLARDS
PROVIDE TREATED
@1.5m CTS
PINE BOLLARDS
PROVIDE TREATED
CIRCLE @ 1:200
GRADE TURNING
TURNING AREA
DEPTH FCR TEMPORARY
@1.5m CTS
PINE BOLLARDS
PROVIDE TREATED
CIRCLE @ 1:200
GRADE TURNING
TURNING AREA
DEPTH FCR TEMPORARY
PROVIDE CONCRETE EDGE
ROWPROTECTION STRIP AND
OF AG's
PROVIDE CONCRETE EDGE
ROWPROTECTION STRIP AND
OF AG's
PROVIDE CONCRETE EDGE
ROWPROTECTION STRIP AND
OF AG's
PROVIDE CONCRETE EDGE
ROWPROTECTION STRIP AND
OF AG's
4.24
354.81
4.24
4.24
CH19.30
CH21.01
CH34.70
CH50.70
CH66.70
CH114.70
CH13
0.70
CH14
6.70
CH16
2.70
CH17
8.70
CH19
4.70
CH210.70
CH226.70
CH242.70
CH258.70
CH274.70
CH290.70
CH306.70
CH356.20
CH372.20
CH388.20
CH404.20
CH420.20
CH438.20
CH205.04
CH19
2.54
CH18
1.79
CH16
7.79
CH15
5.29
CH14
2.79
CH12
8.79
CH118.04
CH10
5.54
CH94.79
CH80.79
CH70.04
CH57.54
CH45.04
CH34.29
CH21.79
CH27.04
CH43.04
CH59.04CH10
5.54C
H118.04
CH13
0.54
CH14
3.04
CH18
9.04
CH203.04
CH217.04
CH40.15
CH44.15
CH60.15
CH76.15
CH92.15
CH108.15
CH122.15
CH171.07
CH444.20
TP
CH11.95
WHI
TE
LE
AF
D
RI
VE
CH340.20
TPCH11.95
TPCH11.95
RO
AD
NO
RT
HA
LL
TPCH11.95
RTPCH60.38LTPCH61.10
RTPCH84.86
RTPCH87.91
LTPCH84.37
RTPCH97.11
75
LTP
CH17.32
LTP
CH16.72
TP
CH18
7.77
154 155
152153
157
159
149
158
160
151
140141
137
139
142
145
150
143144
167
166
148
138
165
162
161
164
163
113
114
111
115
117
146
147
110108 109
106
107
130131
128129
132
135136
133134
127
120 121
118119
122
125126
123124
TOP245.28
TOP245.24
TOP245.32
TOP245.52
TOP245.48
TOP245.68
TOP247.96
TOP248.10
TOP248.17
247.95
TOP248.48
CH54.15
BL244.70
TOP OF BATTER
1m RIDGE
1m RIDGE
BL247.40
BL247.74
BL247.90
BL247.97
BL248.05
BL248.19
BL248.19
BL247.96
BL247.75
BL247.23
BL246.71
BL246.34
BL246.28
BL246.21
BL245.53
BL245.19
BL245.27
BL247.13
BL247.32
BL247.46
BL247.48
BL248.37
BL248.31
BL248.28
BL248.12
BL248.14
TOP248.22
TOP248.34
BL248.69
BL248.78
TOE OF BATTER
BL248.84
BL248.53
BL248.57248.46
BL248.69
BL248.75
BL248.20
248.71
construction
neatly with existing
and match new work
concrete edge strip
Remove existing
248.86
248.99
248.93
R255.80
SM1
SM1
SM1
SM1 SM1
BL249.09
BL249.15
BL248.92
3.47
BUBBLE UP GRATED PIT
1 YR FLOW PIPE
84
85
86
SM2 TO HB2 KERB
TRANSITION FROM
46
4.00
m S E
1.2
m RIDGE
1m RIDGE
BL247.66
BL244.79
BL244.89
BL245.22
BL248.84
BL247.73
TOP248.48
TOP248.38
TOP248.22
TOP248.30
PROVIDE 200mm COMPACTED
PROVIDE 200mm COMPACTED
PROVIDE 200mm COMPACTED
LOT G
R0.6 R
0.6
SM3 TO SM1 KERB
TRANSITION
BL244.72
BL244.83
BL244.91
245.07
BL244.99
BL245.07
BL245.15
BL245.24
247.52
BL247.28
244.2
244.2
244.4
244.4
244.6
244.6
244.6
244.
6
244.8
244.8
244.8
244.8
244.8
244.8
244.8
245.0
245.0
245.0
245.0
245.0
245.0
245.0
245.0
245.0
245.0
245.2
245.2
245.2
245.2
245.2
245.2
245.2
245.2
245.4
245.4
245.4
245.4
245.4
245.4
245.4
245.4
245.6
245.6
245.6
245.6
245.6
245.6
245.6
245.8
245.8
245.8
245.8
245.8
245.8
246.0
246.0
246.0
246.0246.0
246.0
246.0
246.0
246.2
246.2
246.2
246.2
246.
2
246.2
246.2
246.2
246.2
246.4
246.4
246.
4
246.4
246.4
246.4
246.4
246.4
246.4
246.6
246.6
246.6
246.6
246.6
246.6
246.6
246.8
246.8
246.8
246.8
246.8
246.8
246.8
247.0
247.0
247.0
247.0
247.0
247.0
247.0
247.0
247.2
247.2
247.2
247.2
247.2
247.2
247.2
247.2
247.4
247.4
247.4
247.4
247.4
247.4
247.4
247.6
247.6
247.6
247.6
247.6
247.6
247.6
247.6
247.8
247.8
247.8
247.8
247.8
247.8
247.8
247.8
247.8
247.8
248.0
248.0
248.0
248.0
248.0
248.0
248.0
248.0
248.0
248.0
248.0
248.2
248.2
248.2
248.2
248.2
248.2
248.2
248.2
248.2
248.2
248.4
248.4
248.4
248.4
248.4
248.
4
248.4
248.4
248.4
248.4
248.4
248.4
248.4
248.4
248.4
248.4
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.6
248.8
248.8
248.8
248.8
249.0
3
4
5
6
46A
46B
46C
46D
52A
RTPCH110.42
LTPCH136.03
RTPCH144.97
LTPCH149.07
LTPCH161.60LTPCH166.36
RTPCH169.10
152.94
LTP
CH17
6.84
LTP
CH
64.05
LTPCH
87.95
LTPCH
RTP
CH16.25
RTP
CH16.30
78.90
RTP
CH
102.80
RTP
CH
319.79
RTP
CH
340.00
RTPCH
392.10
RTPCH
416.00
RTPCH
Star Picket
E 314991.99N 5843465.88
112
RL 248.35 AHD
Star Picket
E 315149.37N 5843421.10RL 246.74 AHD
156
CUT OFF DRAIN
CUT OFF DRAIN
CUT OFF DRAINCUT
OFF D
RAIN
CUT OFF DRAIN
116
72.94
LTP
CH96.84
LTP
CH
228.94
TP
CH
CH40.15
TO BE REMOVEDPOST & WIRE FENCE
TO BE REMOVEDPOST & WIRE FENCE
TO BE REMOVEDPOST & WIRE FENCE
DRAINAGE RESERVE
PROVIDE 225mm PROPERTY INLET
(REFER MPA EDCM STD DWG 503)VEHICLE CROSSINGPROVIDE INDUSTRIAL STRENGTH
SUBSTATION
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
245.0
K&C - HB2
K&C - HB2
K&C - S
M2
SM2 TO HB2 KERB
TRANSITION FROM
SM2 TO HB2 KERB
TRANSITION FROM
SM2 TO HB2 KERB
TRANSITION FROM
AND SILT FENCEPROVIDE ROCK BEACHING
AND SILT FENCEPROVIDE ROCK BEACHING
AND SILT FENCEPROVIDE ROCK BEACHING
AND SILT FENCEPROVIDE ROCK BEACHING
AND SILT FENCEPROVIDE ROCK BEACHING
AND SILT FENCEPROVIDE ROCK BEACHING
10.19
PAD LEVEL 248.20
5
5
4 BANDAGE JOINTS
2.00 m D E
2.00 m D
E
2.00 m D E
2.00 m D E
2.00 m D
E
14
58A
75A
E
AHD OF
BJ
JAN'16 35
7/
11/
20
16
Pl
otte
d:
I:\H8711\ENG\ST01\E1_R01_DET1_H.dgn
366-E6
SBS
SBS
HUME
8711 1
AS SHOWN
STAGE 1
WARATAH ESTATE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
7/
11/
20
16
Pl
otte
d:
I:\H8711\ENG\ST01\E1_R01_DET1_H.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
STREET NAME
SERVICES OFFSETS AND LOCATIONS
Rd.RESERVEWATER
GAS Bk. of KERB JOINT TRENCHINGELECTRICITY
CABLES POLESDW NDW
NBN
NBN CABLES NBN PITS
1.00 BOK G DW NDW & E NBN 1.85 E 3.90 E
2.70 W 3.20 W 2.50 E
G DW NDW & E NBN
1.00 BOK G DW NDW & E NBN
4.20 W
1.00 BOK G DW NDW & E NBN
G DW NDW & E NBN
13.500
1.85 W
1.00 BOK
1.00 BOK
3.20 S 2.70 S 0.5 N 1.00 BOK 1.85 S 1.85 S 1.55 N4.20 S
2.25 W NORTHALL ROAD
THORNABY DRIVE
LATTERIDGE WAY
GOLDINGTON STREET
G DW NDW & E NBN 16.00 1.00 BOK
G DW NDW & E NBN 16.00 3.20 S 2.70 S 2.25 S 2.50 N 1.00 BOK 1.85 N 1.85 S 3.90 N 4.20 S
G DW NDW & E NBN 3.20 W 2.70 W 2.25 W 2.50 E 1.00 BOK 1.85 E 1.85 W VARIES
WHITELEAF DRIVE(107-110& 116-129)
WHITELEAF DRIVE(161-167)
HARFIELD AVENUE
16.00
16.00
16.00
16.00
16.00
13.50
31-34.3
4.20 W 3.90 E
1.85 W 1.85 E 2.50 E 2.25 W 2.70 W 3.20 W
4.20 W 3.90 E
1.85 W 1.85 E 2.50 E 2.25 W 2.70 W 3.20 W
4.20 S 3.90 N
1.85 S 1.85 N 2.50 N 2.25 S 2.70 S 3.20 S
4.20 W 3.90 E
1.85 W 1.85 E 2.50 E 1.85 W 2.30 W 2.75 W
3.20 W 2.70 W 2.25 W 2.50 E 1.85 E 1.85 W 4.20 W 3.90 E
2.25 S NBN G DW NDW
3.20 S 2.70 S 2.25 S 0.5 N 1.00 BOK 1.85 S 1.85 S NBN G DW NDW 1.55 N4.20 S
ASTBURY CRESCENT(101)
ASTBURY CRESCENT(169-170)
BETHANY WAY
SYMBOL LEGEND
28.57
Cut Prop/Ex
Retaining Wall
TW28.57
S S
Conduits 50mm
Conduits 100mm
Property Inlet
Street Sign
PSM
Ex Gas/Elect/Tel
Fill Prop/Ex
Ex/Natural/FS Level
FS @ Building Line
28.57
NS28.5
7
BL28.57
100yr Flood Level FL28.57
Prop Exist
Top Ret. Wall Level
Drains
Sewer <300
Sewer >300
Water
House DrainTOP2
8.57
Top/Toe of Batter TOE28.57
G
WW
H H
SS
W100
E T
W100
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
SCALE 1:500
PLAN-1
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
North
FO
R
CO
NTI
NU
ATI
ON
RE
FE
R
SH
EE
T 2
an expansion joint of approved material shall be provided between the two faces.
2. Where concrete works abut a sewer access chamber surround or similar structure,
SHOWN.
PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE TBM COORDINATES
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE DIGITAL
ATTENTION TO CONTRACTOR
SHT
SHEET INDEX
1
2
VER
1
1 in 4 (Max) 1 in 4
(Max)
EXISTING SURFACE
150
Min
300
Min
CUT-OFF DRAIN DETAILOUTLET
AT 1:200 MIN TO
INVERT TO BE GRADED
(Dimensions in millimetres)
2.00
(N.T.S.)
3
8
9
10
11
12
13
14
16
CROSS SECTIONS - NORTHALL ROAD
17
15
DETAIL PLAN -1, SHEET INDEX & OFFSET SCHEDULE
4
5
6
INTERSECTION PLAN -2
INTERSECTION PLAN -3
INTERSECTION PLAN -4
INTERSECTION PLAN -5
18
19
21
22
20
7
23
24
25
26
28
DRAINAGE LONGITUDINAL SECTIONS -6
DRAINAGE LONGITUDINAL SECTIONS -5
29
27 DRAINAGE LONGITUDINAL SECTIONS -7
LONGITUDINAL SECTION - NORTHALL ROAD,LATTERIDGE WAY,THORNABY DRIVE
LONGITUDINAL SECTION - GOLDINGTON STREET,HARFIELD AVENUE
LONGITUDINAL SECTION - WHITELEAF DRIVE
CROSS SECTIONS - GOLDINGTON STREET
CROSS SECTIONS - LATTERIDGE WAY & THORNABY DRIVE
CROSS SECTIONS - WHITELEAF DRIVE-1
CROSS SECTIONS - WHITELEAF DRIVE-2
CROSS SECTIONS - HARFIELD AVENUE-1
CROSS SECTIONS - HARFIELD AVENUE-2
DRAINAGE LONGITUDINAL SECTIONS -2
DRAINAGE LONGITUDINAL SECTIONS -3
DRAINAGE LONGITUDINAL SECTIONS -4
DRAINAGE LONGITUDINAL SECTIONS -1
LONGITUDINAL SECTION - BETHANY WAY,ASTBURY CRESCENT
CROSS SECTIONS - ASTBURY CRESCENT
CROSS SECTIONS - BETHANY WAY
30
31
VEHICLE TURNING PLAN
DETAIL(CROSS SECTION EXTENDING TO WETLAND)
32
PARKING PLAN
33 EXTENT OF STAGE 1 INTERSECTION WORKS WITH DONNYBROOK ROAD
DETAIL PLAN -2, NOTES
INTERSECTION PLAN -1 & LOCALITY PLAN
FO
R
CO
NTI
NU
ATI
ON
RE
FE
R
SH
EE
T 2
DRAINAGE LONGITUDINAL SECTIONS -8
DRAINAGE LONGITUDINAL SECTIONS -9,PIT SCHEDULE & DETAIL
INTERSECTION WORKSREFER SHEET 33 FOR STAGE 1
34 CULVERT STRUCTURAL DETAILS
H
D
A
A
A
B
A
A
A
B
A
A
A
A
A
A
A
A
A
A
B
A
A
A
A
B
B
A
C
A
A
A
B
B
35 A IRRIGATION CONDUIT PLAN
DESCRIPTION
D 30-06-16 SHEET INDEX UPDATED
C 18-05-16 SUBSTATION UPDATED
E 03-08-16 SHEET 35 ADDED.SHEET INDEX UPDATED
F 27-09-16 SERVICES OFFSET SCHEDULE UPDATED
G 04-10-16 SHEET INDEX UPDATED
H
H 04-11-16 PIT 58A & 75A ADDED.SHEET INDEX UPDATED
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