Post on 21-Jan-2021
//
/
ExS
ExS
ExS
ExS
ExE
ExE
ExE
ExT
ExT
ExT
>>
>>
> >> > > > > >
2m S
E
/
//
ExW
ExW
ExW ExG
ExG
ExG
ExS
ExS
ExS
ExS
ExS
ExS
ExS
ExS
ES15
1.90
ES15
1.66
ES15
2.49
ES15
0.30
BW14
6.37
BW14
7.61
ES15
0.60
ES14
9.27
BW14
4.95
ES14
9.80
BW14
5.56
ES15
0.50
BW14
6.93
ES15
2.00
ES15
2.45
ES15
1.86
ES15
2.06
ES15
1.80
ES15
1.55
ES15
1.72
ES15
1.33
ES15
1.27
ES14
9.41
BW14
4.92
FS15
1.30
FS15
1.23
FS15
1.38
FS15
1.06
FS15
1.15
FS15
1.29
FS15
1.22
FS15
1.16
FS15
1.10
FS15
1.03
FS15
0.98
FS15
1.25
FS15
1.54
FS15
1.30
FS15
0.98
TW14
8.61
TW14
7.93
TW14
7.37
TW14
6.56
TW14
5.95
TW14
5.92
TW14
5.71
FS15
1.47
FS15
1.41
FS15
1.35
FS15
1.28
BW14
4.71
FR14
8.69
FR14
8.01
FR14
7.45
FR14
7.64
FR14
6.03
FR14
6.00
FR14
5.79
ES14
7.61
ES14
6.93
ES14
6.37
ES14
5.56
ES14
4.95
ES14
4.92
ES14
4.71
ES144.57
ExE
ExE
ExE
ExO
ExO
ExO
ExG
ExG
ExG
ExW
ExW
ExW
ES146.94
ES146.15
ES146.38
ES148.87
ES148.41
ES147.80
FS147
.12
FS147
.81
FS148
.13
FS147
.91
ExS
ExS
ExS
/
ExS
ExS
ExS
ExS
ExS
ExRM
ExRM
ExRM
ExRM
300Ø
300Ø
RRJ
375Ø
300Ø
EXISTING STAGE 6
STAGE 2 WETLAND(SEE SHEETS
USD100-USD700)
ELECTRICALTRANSMISSION
EASEMENT
EXISTING RESIDENTIAL
ELECTRICALTRANSMISSION
EASEMENT
FUTURE STAGE 2A
FUTURE STAGE 2A
EXISTING STAGE 3
EXISTING STAGE 3
EXISTING STAGE 5
BARWON WATERRESERVE
17.9240.05
32
32
17.9211.55
13.7314
13.73
14
32
32
32
16
13
29
4.21
44
44
44
44
2020
20
20
2020
41.50
16
16
38.52
53.1967.86
36
36
36
35.83
18
18
18
13.86
18
18
18
21.75
57.24
21.66
22.39
4.233.23
18
18
18
18.52
18.42
16
58.01
55.04
52.08
49.11
50.50
53.31
20.27
12.53
27.38
36
4.63
32.93
46.23
18.24
18.24
18.26
18.24
18.24
18.30
48.56
18
18
18
18.30
18.30
45.28
42.00
38.71
GW
>>
>>
>>
>>
>>
GG
GG
GO
O
O
O
O
EE
EE
E
S
S
G
G
G
G
G
G
G
E
E
O
O
G
G
BR
O
W
N
H
ILL R
ID
G
E
E
E
E
E
E
E
E
O
O
O
O
O
O
O
H
H
H
GW
GW
GW
3m D & S E
3m D & S E
2.5m S E
2.5m S E
2.5m S E
3m D & S E
S
GW
GW
ES151.76
ES151.40
ES151.99
ES151.69
ES152.07
ES151.85
ES151.62
ES151.05
ES15
0.26
ES15
0.89
ES15
1.66
ES15
1.19
ES15
1.68
ES15
0.55
ES15
0.53
ES14
9.38
ES14
9.96
ES147.02
FS150.49
FS150.29
FS149.77
FS151.42
FS149.98
FS15
0.88
FS15
0.83
FS15
1.43
FS15
0.91
FS15
1.59
FS15
0.62
FS15
0.77
FS14
8.49
FS14
8.85
FS149.90
ES136.94
ES145.74
ES150.55
ES145.60
ES150.36
ES145.41
ES149.86ES142.43
ES142.55
ES143.62
ES150.70
ES150.39
ES150.92
ES150.36
ES142.50
ES14
6.67
ES139.99
ES14
5.20
ES14
1.46
ES15
1.91
ES147.94
ES145.90
ES143.56
ES14
8.79
ES14
7.03
FS14
9.90
FS147.11
FS144.29
FS14
8.31
FS144.77
FS150.27
FS144.88
FS150.07
FS144.93
FS149.87FS144.39
FS144.55
FS145.15
FS149.21
FS150.00
FS144.49
FS14
7.58
FS14
6.17
FS144.62
FR151.29
FR151.09
FR150.55
FR149.77
S
S
S
137
134
105
138
136
135133
106
167A
168
170
171
172
173177
176
175
174178
179A
179
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
ES151.03
ES149.64
FS150.42
2m S
E
2.5m S E
2m D E 3m D & S EFR136.854
S
S
S
S
S
S
S
S
S
ES135.73
ES135.37
ES135.61
ES135.01
ES136.49
2m D E
2m D E
FR136.793
FR136.732
FR136.672
FR136.610
E
E
O
O
180
181
182
G
GGW
GW
2m D E
ES146.42
ES146.66
ES148.17FS147.33
ES144.58
S
A
M
S
A
R
P
L
A
C
E
3m S E
H
H
H
H
H
H
ES147.12FS147.30
FR150.59FR149.75
FS150.47
FS150.54
FS149.50
W
W
W
W
W
H
H
H
H
S
S
GW
GW
GW
GW
GW
CH515.001 (LOW)
519.651
540.48
9
CH602.498
CH602.499
CH620.498
CH620.499
CH638.498
CH638.499
CH655.979
CH657.236
CH671.903CH687.007
694.1
39
CH70
2.882
CH71
2.882
718.8
41
CH480.039
CH30
4.173
(LOW
)
CH31
7.901
CH32
2.091
CH33
1.902
TPCH
364.558
CH392.147
CH403.132
CH412.149
CH424.838
CH432.151
CH446.543
CH452.153
TPCH
TPCH
TPCH
343.4
90
467.507
TPCH
TPCH
CHLO
W
> > >
>
>
>
>
>
G
GG
G
G
R9.0
R9.0
R9.0
R9.0
R9.0
R9.0 R44.65
R51.35
B2 B2
B2
B2 B2
B2
B2 B2
B2
B2
B2
B3
B2
B3
B2
B3
B2
B3
525525
525
450
375
375
300
300
450450
450
450
450
300
300
300
300
225
300
300
600
600
600
600
600
600450
375
375
300
300
300
M
O
N
C
R
I
E
F
F
C
R
E
S
C
E
N
T
W
W
WW
WW
W
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
6.5m D & S & W & G E
2m D
E
ES145.50ES145.44
ES144.51
ES144.63
H
H
FS145.61
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FS145.31
FS145.31
BW141.50TW141.50
BW140.80TW141.80
BW14
1.39
TW14
2.30
5m
5m
TW140.30
BW140.30
CONNECT TOEXISTING DRAIN.
TEMPORARY300Ø DRAIN TOBE REMOVED.
REMOVE ROAD ANDDRAINAGE AND DISPOSEOFF SITE. BACKFILL TOLEVEL 1 SUPERVISION.
REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.
GRASS CUT OFFDRAIN. FOR DETAILREFER TO IDM SD 500.
FILL EXISTING SWALE TO LEVEL 1SUPERVISION FOLLOWING THE COMPLETIONOF THE CONSTRUCTED CATCH DRAINS AT THEREAR OF LOTS 167A - 168 & 171 -173.
EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.
REMOVE WATERTANKS AND
DISPOSE OFF SITE.
EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.
REMOVE EXISTING WATER MAIN AND BACKFILL TOLEVEL 1 SUPERVISION AND THE RELEVANT
AUTHORITY REQUIREMENTS AND DISPOSE OFF SITEUPON COMMISSIONING OF BYPASS TRUNK MAIN.
TEMPORARY 300Ø DRAINTO BE REMOVED AND NEW300Ø PIPE TO BE LAID ASDETAILED ON SHEET R601.
EXISTING OPTIC FIBRE MAIN TO BEABANDONED/REMOVED AS NECESSARYFOLLOWING THE COMMISSIONING OF THEBY PASS MAIN TO THE NORTH
PROPOSED 375Ø TRUNK MAIN TO BARWONWATER RESERVE. ADJACENT SERVICESAND CONDUIT CROSSINGS TO BECONSTRUCTED AS APART OF STAGE 2BWORKS ALSO
PROVIDE 4NO. BIN COLLECTION PADS(1m x 1m) SERVICING LOTS 180 & 181
4.09m
1m
1m
2m
8.6m
12.05m
6.8m
9.46m
1m
1m
1m
1m
1m
2m
2m
TBM
ENRL
18STAR PICKET
263161.525771338.27
143.80
INSTALL PSM
INSTALL PSM
TRANSITION FROM TWO WAY PAVEMENT CROSS FALLTO ONE WAY CROSS FALL FROM CH540.489 - CH570.00.
6
8
9
PROPOSED TELECOMS ANDPOWER TO BE LAID BELOWDRAINAGE PIPE
197
198
199
200
201
202
203
204
207
208
209
210
Ex.127
219
220
221
222223
224
225
226
227
228
229
230
231
232
250
252
Ex.151A
254
Ex.112
1m
1m
EXISTINGELECTRICITY TOWER
EXISTINGELECTRICITY POLE
EXISTINGELECTRICITY POLE
TRANSITION FROM B2 K&CTO B3 K&C ACROSSDRAINAGE PIT 224.
EXISTINGELECTRICITY POLE
VEHICLE EXCLUSION FENCE -REFER LANDSCAPE PLANSFOR DETAIL
1m
5m
1m
TBM
ENRL
24STAR PICKET
263251.505771190.46
150.85
TBM
ENRL
22STAR PICKET
263351.935771215.31
144.66
TRANSITION FROM B2 K&CTO B3 K&C ACROSSPEDESTRIAN CROSSINGLAYBACK TRANSITION FROM
B2 K&C TO B3 K&CACROSS DRAINAGEPIT 200.
VEHICLE EXCLUSION FENCING- REFER LANDSCAPE PLANSFOR DETAIL
Ex.152
Ex.151A
LOT 136 DRIVEWAY CROSSOVERTO BE PROVIDED 3.3m FROM THEWEST BOUNDARY
232A
FUTU
RE R
ESER
VE
CONTRACTOR TO SAWCUT EXISTINGKERB & CHANNEL AND PROVIDELAYBACK AND MAINTENANCE VEHICLEACCESS. CONTRACTOR TO MATCH INNEATLY TO EXISTING KERB ANDCHANNEL.
64m
REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.
PROPOSED CONCRETE SLEEPERRETAINING WALL - REFER SHEET R700
1mN
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
180363.2B 4AR200
1:500 @ A1 C.ROHDE C.ROHDE
A.WALE T.PALIOS 16/08/19
WANDANA ESTATE - STAGE 2B
LAYOUT PLAN
A 16/08/19 ISSUED FOR APPROVAL C.ROHDE A.WALE T.PALIOSB 03/10/19 TENDER ISSUE C.ROHDE A.WALE T.PALIOSC 19/12/19 AMENDED AS PER COUNCIL COMMENTS (17/12/19) C.ROHDE A.WALE T.PALIOS0 18/02/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS1 04/03/20 ALTERED LOT 136 DRIVEWAY OFFSET C.ROHDE M.TROUNCE T.PALIOS2 17/04/20 LANEWAY NAME CHANGE AND GAS OFFSET CHANGE C.ROHDE M.TROUNCE T.PALIOS3 08/05/20 DRAINAGE ALIGNMENT 232 - 233 AMENDED K.MCKELVIE M.TROUNCE T.PALIOS4 23/07/20 GENERAL AMENDMENTS C.ROHDE M.TROUNCE T.PALIOS
4A 13/08/20 COUNCIL COMMENTS M.TROUNCE 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
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)BROWNHILL RIDGE NORTH/WEST 1.70 - - NORTH/WEST 2.10 SOUTH/EAST 1.80 SOUTH/EAST 2.40 SOUTH/EAST 1.10*MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*SAMSAR PLACE SOUTH 1.00 - - SOUTH 1.60 SOUTH 2.70 SOUTH 3.60 SOUTH 1.10*1. * DENOTES OFFSET FROM BACK OF KERB
NOTEREFER ENERGY SAFE VICTORIA FOR 'NO GO
ZONES' AND SPECIFIC GUIDELINES FORWORKING UNDER AND WITHIN CLOSE
PROXIMITY TO OVERHEAD POWERLINES
NOTE:DRAINAGE CONNECTION POINTS TO LOT 167A,168-173 TO CATER FOR FULL Q100 FLOWS.
4
EXISTINGNEIGHBOURING
PROPERTIES1 in 50
EXISTING SURFACEFINISHED SURFACE
VARIES
TYPICAL BATTER DETAIL FOR LOTS ABUTTING EXISTING NEIGHBOUR PROPERTIES
N.T.S.
MONCRIEFFCRESCENT
5m
VARIES (MAX 1:3)
SECTION B-B
2.5mS E
2mD E
4
4