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ExS
ExS
ExG
ExG
ExT
ExTExE
ExE
ExT
ExT
ExE
ExE
ExW
3m D
& S
E2m
D E
300Ø
RRJ
225Ø
ExW
ExW
ExS
ExS
ExS
ExG
ExG
ExS
ExS
ExS
ExS
ExS
ExS
ExS
ExS
GW
>>
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ExO
ExO
ExE
ExE
S
ExG
ExG
ExG
ExE
ExE
ExE
ExO
ExO
ExO
H
H
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GW
GW
GW
GW
GW
GW
S
S
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H
H
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ExW
ExW
ExW
ExW
H
H
H
H
S
S
GW
GW
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ExG
ExG
ExG
ExG
525
450
375
375
300
300
450450
450
300
600450
375
375
ExW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
6.5m D & S & W & G E
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
>>>>>>>>
>>
E
E
E
E
EE
E
E
GG
G
W
W
S
S
S
SS
S
MONCRIEFF
CITYVIEW DRIVEO
O
O
O
O
EE
EE
E
WW
WW
W
E
E
E
EE
E
E
O
O
O
O
O
O
O
GW
GW
GW
GW
GW
GW
H
GW
H
H
H
H
H
H
H
GW
GW
GW
GW
GW
HEAR
DS W
AY
2.5m S E
2.5m
S E
3m D & S E
3m D & S E
CITYVIEW DRIVE
GW
GW
GW
GG
GG
G
GW
GW
GW
149
GW
H
141A
143
144
145
146
147
148
15115
0
152
153
154
155
156
157
158
159
160
161
162
163
164
141
140
140A
169
3m D & S E
S
SS
S
S
S
S
SS
S
H
CRESCENT
H
H
2m D E
H
H
167
165
166
ExW
ExW
ExW
ExW
ExW
ExW
ExW
139
GW
ExT
ExT
ExT
ExT
ExT
ExT
ExT
ExT
ExT
O
O
OO
O
O
O
O
O
CH78
6.559
CH80
3.168
CH68.471
B2
CH0.0
00
CH29
2.311
CH48
.853
CH49
.982
CH58
.919
CH77
.327
CH89
.011
CH95
.951
CH11
6.341
CH13
8.923
CH15
5.921
CH17
0.737CH
188.0
87
CH19
0.234
CH20
8.572
CH22
4.219
CH24
9.393
CH88
6.624
CH(L
OW)
CH73
1.168
CH74
9.168
CH75
8.559
CH76
7.168
CH77
2.559
CH78
5.168B2
CH80
0.559
B2
CH81
4.559
CH82
2.168
CH84
1.168
CH86
0.168
874.0
86
B2
CH32.471
CH52.471
CH74.265
R9.0
CH100.471
105.985
130.688CH132.471 (LOW)
CH84.471
CH116.471
TPCHCH20.095
TPCH
TPCH
TPCH
CH0.000
718.8
41
B3
B2
B3
B2
B3
B2
B3
B2 B2
B2
B2 B2
B2
B2
B2
R9.0
B2
R9.0
R38.3
5
R9.0
R31.6
5
205
M2
>
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>
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>
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300Ø
300Ø
300Ø
206
234235
236
237238
239240
241242243
244
Ex.01
246
247
248
251
Ex.255256
257
258
259
260
261
262
Ex.233
Ex.201
Ex.202
Ex.203
375Ø
375Ø
375Ø375Ø
375Ø
375Ø
300Ø
300Ø300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
FS154.90
FS15
1.60FS15
5.06
FS15
5.14
BW15
4.65
BW15
4.24
FS15
0.78
ES140.66
FS14
9.83
FS142.34
FS14
2.11
FS15
3.51
FS14
1.95
FS15
3.89
FS14
9.59
FS14
9.73
FS15
0.05
FS15
0.87
FS15
2.08
FS15
3.27
FS149.88
FS151.36
FS152.80
FS154.10
FS147.96
FS144.84
FS14
9.94
FS15
0.05
FS15
0.28
FS15
0.44
FS143.97
FS13
4.11
FS13
4.00
FS13
7.64
FS13
8.23
FS13
8.62
FS13
9.05
FS14
0.08
FS13
6.85
FS13
6.07
FS13
5.28
FS13
4.47
TW14
3.17
FS141.44
BW14
2.17
FS14
4.20
BW14
4.07
BW14
4.08
BW14
3.52
BW14
2.84
BW14
3.18
BW14
4.88
BW14
7.11
BW14
9.28
FR15
0.63
FR15
0.74
FR15
0.85
FR15
1.08
FR13
7.06
FR150.68
FR148.76
FR145.64
FR136.854
BW14
3.20
FS14
8.34FS
149.4
5
FS14
9.20
FS14
8.85
FS149.98
FS151.42
FS14
8.49
FR149.77
ES15
1.22
ES13
5.16
ES14
7.92
ES143.90
ES13
4.11
ES135.61
ES14
5.11
ES14
9.35
ES14
4.56
ES14
9.42
ES14
3.92
ES14
9.17
ES14
4.08
ES14
9.58
ES14
5.74
ES15
0.84
ES14
8.06
ES15
2.70
ES151.42ES150.77
ES152.03
ES152.17
ES153.27
ES152.85
ES154.38
ES153.44
ES149.49
ES150.87
ES147.30
ES149.55
ES139.99
ES14
4.52
ES13
9.33
ES14
3.84
ES13
9.26
ES14
4.18
ES13
9.49
ES14
5.88
ES14
0.55
ES14
8.11
ES14
1.59
ES13
7.88
ES14
5.08
ES13
7.52
ES14
5.07
ES13
7.66
ES14
4.82
ES14
1.46
ES15
1.91
ES15
1.81
ES15
1.42
ES15
1.86
ES15
1.71
ES15
1.78
ES15
1.51
ES15
1.73
ES14
2.17
ES14
9.85
ES13
5.46
ES142.67
ES143.90
ES14
4.41
ES15
3.34
ES14
3.47
ES15
4.90
ES15
3.52
ES15
5.15
ES14
9.28
ES15
2.16
ES14
4.82
ES14
7.29ES
149.4
2
ES14
9.14
ES14
5.07
ES151.62
ES14
9.38
ES14
9.96
ES15
1.54
FS15
4.84
ES15
5.21
ES14
2.17
ES155.09
ES153.54
ES13
5.27
FR13
5.07
FR13
4.98FR
135.4
4
FR13
6.25
FR13
7.86
FR13
8.68
FR13
9.26
FR13
9.62
FR13
9.97
FR14
0.98
FR141.90
RESE
RVE
B3
ExW
ExG
ExG
ExG
ExG
ExG
ExG
ExG
H
300Ø
ES15
2.07
ES15
5.46
ES15
2.66
BW15
2.02
FS15
1.30
FS15
0.95
FS15
1.16
ES15
3.10
ES15
2.76
ES15
1.86
SAWCUT EXISTING CITY VIEWDRIVE PAVEMENT TO EXISTINGCENTRELINE, REMOVE ANDDISPOSE OF OFFSITE
SAWCUT EXISTING CITY VIEW DRIVE KERB ANDCHANNEL, REMOVE AND DISPOSE OF OFFSITE
SAWCUT EXISTING CITY VIEW DRIVE KERB ANDCHANNEL, REMOVE AND DISPOSE OF OFFSITE
EXISTING RESIDENTIAL
EXISTING RESIDENTIAL
EXISTING STAGE 2B
EXISTING STAGE 2BEXISTING STAGE 2B
EXISTING STAGE 3
DREWAN PARK
OPTIC FIBRE ALREADY LAID ON FINALALIGNMENT BASED ON FINISHED SURFACELEVELS
A
B
C
CONSTRUCT JUNCTION PITON TOP OF EXISTINGDRAINAGE PIPE
CONNECT TO EXISTINGDRAINAGE PIT
EXISTING TELECOMS/NBN PIT TO BE LOWEREDALONG WITH ASSOCIATED CABLES ASNECESSARY OR NEW ALIGNMENT ADOPTEDTO BYPASS PIT AS DIRECTED BY RELEVANTAUTHORITY.
16
16
37.35
1616
1616
2023
.70
14.59
1616
1616
20
37.39
37.3
37.26
37.22
37.18
37.12
14
14
30
30
30
30
30
1414
14
1414
14
19.12
15.58
36
33
4.28
36
36
36
19
1919
1818
18.62
18.518.5
18.5 18.518.5
18.518.5
18.29
20.2712.53
27.38
39.43
46.23
4.81
13.02
57.58
51.28
42.48
33.68
34.13
41.23
46.98
44.84
42.7
40.59
18.41
18.62
18.6317.172.46
19.7911.598.49
20.49
20.49
18.64
3.17
27.92
36
36
36
36
36
1818
20
17
4.27
44
41
18.29
1818
18.29
1919
1918
18
19.08
5.10
REMOVE EDGE STRIP AND "NO ROAD"SIGN AND MATCH NEATLY INTOEXISTING CONSTRUCTION
REMOVE EDGE STRIP AND "NO ROAD"SIGN AND MATCH NEATLY INTOEXISTING CONSTRUCTION
GRASS CUT OFF DRAIN. FOR DETAILREFER TO IDM SD 500.
REMOVE EXISTING WATER ANDDISPOSE OF OFFSITE UPONDECOMMISSIONING OF BYPASS TRUNKMAIN.
REMOVE EXISTING ROAD ANDDRAINAGE AND DISPOSE OF OFFSITE.
REMOVE VEGETATION ANDDISPOSE OF OFFSITE
CONNECT TO EXISTING DRAINAGE PIT
FOOTPATH AND RESERVEWORKS BY OTHERS
7.2m 7.22m
5.00m
8.00m
1.78m
5.2m
6.56m
E: 263422.930N: 5771323.990
E: 263431.104N: 5771290.005
E: 263416.711N: 5771213.085
E: 263405.359N: 5771215.199
TBM
ENRL
22STAR PICKET
263351.935771215.31
144.66
TBM
ENRL
20STAR PICKET
263331.935771427.99
154.81
TBM
ENRL
5STAR PICKET
263461.535771420.57
145.54
TRANSITION FROM ONE WAYPAVEMENT CROSS FALL TOTWO WAY CROSS FALL FROMCH20.095 - CH35.000
TRANSITION FROM B2 K&C TO B3 K&CACROSS DRAINAGE PIT 246 .
EXISTING ELECTRICITY PIT TO BERELOCATED OR REMOVED AS NECESSARY
INSTALL PSM
TOE OF BATTER(CUT LINE)
TOE OF BATTER(FILL LINE)
EXISTING SWALE DRAIN TO BEEXCAVATED TO A SOUND BASE ANDFILLED TO LEVEL 1 SUPERVISION.
Ex.10
Ex.09
SWING GATE AS PER CGG SD702.GATE TO BE DOUBLE LOCKED D200AND BARWON WATER LOCK.
BOLLARDS AND FENCING ASPER LANDSCAPE PLANS
TRANSITION FROM B3 K&C TO B2 K&C
BARWON WATERRESERVE
CONTRACTOR TO RESEAL CITYVIEWDRIVE TO CENTRELINE
N
A1A3
010 10 201:5001:1000
5
Level 7, 176 Wellington ParadeEast Melbourne, VIC, Australia 3002
DRAWING No. REVISIONPROJECT No.
SCALE AT A1
PROJECT ENGINEER
DRAWN
PROJECT MANAGER
DESIGNED
DATE FIRST ISSUE
REVISION DATE ISSUE DESCRIPTION APPROVEDCLIENT
DRAWNPROJECT STATUSDRAWING TITLE
CHECKED
180363.2A 0R200
1:500 @ A1 C.ROHDE C.ROHDE
A.WALE T.PALIOS 26/09/19
WANDANA ESTATE - STAGE 2A
LAYOUT PLAN
A 26/09/19 COUNCIL ISSUE C. ROHDE A. WALE T. PALIOSB 30/01/20 AMENDED TO COUNCIL COMMENTS (10/01/20) C.ROHDE M.TROUNCE T.PALIOS0 13/03/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS
WARNING
BEWARE OF UNDERGROUND & OVERHEAD SERVICES
The locations of underground & overhead services are
approximate only & their exact position should be proven on site.
No guarantee is given that all existing services are shown. Locate
all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
NOTEVEHICLE EXCLUSION MEASURES SHOWN ONTHIS DRAWING ARE INDICATIVE ONLY. ALL
VEHICLE EXCLUSION MEASURES ARE ALL TOFORM PART OF THE LANDSCAPE WORKS.
ISSUED FOR
CONSTRUCTION
BUILD
ING
LINE
2.60 O
FF B
DY
1.80 O
FF B
DY
ENBN
10.39m
CITYVIEW DRIVE - SECTION ASERVICE OFFSETS
NTS
4.68 O
FF B
DY
5.66 O
FF B
DY
Ex.GEx.W
3.39m
CENT
RELIN
E
0.45
S
1.00 O
FF B
DY
POW
ER P
OLE
- 5.01
OFF
BDY
BUILD
ING
LINE
10.27m
CITYVIEW DRIVE - SECTION BSERVICE OFFSETS
NTS
4.79 O
FF B
DY
5.43 O
FF B
DY
Ex.GEx.W
3.34m
CENT
RELIN
E
0.45
S
1.00 O
FF B
DY
BUILD
ING
LINE
10.28m
CROSS FALLS
NATURE STRIP: VARIESPAVEMENT: VARIES
CITYVIEW DRIVE - SECTION CSERVICE OFFSETS
NTS
4.81 O
FF B
DY
5.54 O
FF B
DY
Ex.GEx.W
3.36m
CENT
RELIN
E
0.45
S
1.00 O
FF B
DY
SWD
0.450
OFF
LOK
2.60 O
FF B
DY
1.80 O
FF B
DY
ENBN
SWD
0.450
OFF
LOK
2.60 O
FF B
DY
1.80 O
FF B
DY
ENBN
POW
ER P
OLE
- 3.76
OFF
BDY
SWD
0.450
OFF
LOK
BUILD
ING
LINE
BUILD
ING
LINE
B3
B2
1.70 O
FF B
DY2.1
0 OFF
BDY
G W
1.80 O
FF B
DY2.4
0 OFF
BDY
E NBN
1.50m 2.85m 3.65m 3.65m 2.85m 1.50m
16.00m
CROSS FALLS
FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44% - 6.67%
PAVEMENT: -3.33 - 3.33%
TRAFFICABLEPAVEMENT
TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP
TYPICAL SECTION - 16m ROAD RESERVEONE WAY CROSSFALL
MONCRIEFF CRESCENT
BUILD
ING
LINE
BUILD
ING
LINE
B2 B2
1.70 O
FF B
DY2.1
0 OFF
BDY
GW
1.80 O
FF B
DY2.4
0 OFF
BDY
ENBN
1.50m 2.85m 3.65m 3.65m 2.85m 1.50m
16.00m
CROSS FALLS
FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44%
PAVEMENT: 3.33%
TRAFFICABLEPAVEMENT
TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP
TYPICAL SECTION - 16m ROAD RESERVETWO WAY CROSSFALLHEARDS WAY
CH35.000 - CH132.471
NOTE:LOT 157 - 158 & 169 GAS & WATER CONDUITCONNECTS TO EXISTING MAIN FROM CITYVIEW DIVE.
FR157.40
TW159.30
BW159.30
ES141.34
FS140.35
GW
Ex G
H
Ex T
Ex W
Ex S
Ex E
O/H E
LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLETSWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERSEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBREEXISTING TELSTRAEXISTING WATEREXISTING RECYCLED WATEREXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALLRETAINING WALLBUILDING ENVELOPEPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY
H
S
Ex RW
Ex O
SERVICES OFFSET SCHEDULE
ROAD NAMEGAS TRUNK WATER WATER OPTIC FIBRE ELECTRICITY PUBLIC LIGHTING
SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*HEARDS WAY NORTH 1.70 - - NORTH 2.10 SOUTH 1.80 SOUTH 2.40 SOUTH 1.10*
CITYVIEW DRIVE WEST 3.60EX. 5.40-5.70 - - WEST 4.20
EX. 4.90-5.10 EAST EX. WEST 2.30 WEST 1.10*
1. * DENOTES OFFSET FROM BACK OF KERB
NOTES:1. ALL VEHICLE AND PRAM CROSSING LAYBACKS, TO BE
MINIMUM OF 1.0m FROM PITS.2. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE
CROSSINGS.3. VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE
AND RESERVE TO FORM PART OF LANDSCAPE WORKS.4. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO
BE ROTATED TO ENSURE COVER POSITION IS CENTRALLYLOCATED WITHIN FOOTPATH.
5. CONTRACTOR TO LOCATE ALL EXISTING ASSETS PRIOR TOCOMMENCEMENT OF WORKS. ANY DAMAGE TO EXISTINGASSETS TO BE RECTIFIED AT CONTRACTORS EXPENSE.
6. CONTRACTOR TO VERIFY DEPTH OF EXISTING SERVICES,PRIOR TO COMMENCEMENT OF CONSTRUCTION.