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ExWExG
300Ø
300Ø
300Ø
300Ø
300Ø
ExG
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExG
ExG
ExG
ExG
ExG
ExG
ExG
ExG
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
15.5
16.0
16.0
16.0
16.0
16.0
16.5
16.5
16.5
17.0
17.0
17.5
17.5
17.5
18.0
18.0
18.0
18.5
18.5
19.0
19.0
ExWExW
ExW
2m S E2m S E
2m S E 3m D & S EES
16.59
ES16
.42
ES16
.29
ES17
.99
ES17
.86
ES17
.74
ES17
.32
ES17
.19
ES17
.04
ES18
.37
ES18
.25
ES16
.89
ES16
.42
ES16
.89
ES18.48
ES18
.25
ES18
.47
ES18
.25
ES16
.89ES17
.63
ES16
.19
ES18
.25
ES18.76
ES16
.89
ES18
.25ES
18.25
FS19.14
FS18
.47
FS18
.40
FS18
.33
FS18
.09
FS18
.02
FS17
.95
FS18
.76
FS18
.93
FS18
.07
FS18.93
FS17
.38
FS18
.62
ES18
.16FS
18.61
ES18
.47FS
18.08
ES16
.75FS
17.39
ES18
.28FS
18.64
ES18
.24FS
18.59
ES18
.27FS
18.60
ES16.42
ES16.42
ES16.20
ES16.16
H
2m D
E
ES18.55ES18.97
ES18.50ES18.88
FS19.12
FS19.06
FS19.33
FS19.27
HGW
GW
GW
GW
GW
GW
GW
GW
ExS
ExS
ExGExG
ExG
ExS ExSExS ExS
ExS
H
H
2m D
E
ES16.49 ES16.13
GW
GW
GWH
H
H
H
H
H
H
H
H
H
H
H
H
GWH
FS19.21
ES18.59
ES18.65
ES18.73
ES18.49ES18.82FS19.00
FS16
.89
FS17
.26
FS16
.52
FS15
.75
FS15.83
FS15.90
FS16.87
FS16.80
FS16.83
FS18.77
FS18.84
FS18.90
FS15.96
FR17
.55
FR17
.56
H
H
H
H
H
H
H
H
GWH
BRIS
BANE
STRE
ET
LUBE
CST
REET
BIBU
RYST
REET
CORI
DALE
BOUL
EVAR
D
//
//
//
//
/
/
//
//
//
//
/
ES16.29ES16.29ES16.29 ES15.88
750Ø
750Ø
750Ø
750Ø
300Ø225Ø
3m D
& S
E
ExS
ExS
375Ø
375Ø
375Ø
300Ø
>>
>>
>>
>>
>>
>
>
>
>
>
> >>
>>
>
>
>
>>>
900Ø
900Ø
900Ø
1050
Ø90
0Ø90
0Ø
ExS
ExS
ExSExS
ExS
ExO
ExO
ExO
ExO
O/H
EO/
H E
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExW
ExS
ExS
ExS
ExS
ExS
ExS
RMRM
RMRM
RMRM
ExS
COLMAR STREET
BIBU
RY S
TREE
T
LUBE
CST
REET
O'HA
LLOR
AN'S
ROA
D
E E E E E E EO O O O O O O
SG G G G G G GW W W W W W W
S
SGG
GG
GG
GG
WW
WW
WW
WW
G W
OO
OO
OO
OO
EE
EE
EE
EE
OE
GW
GW
GW GW GWGWGWGWGWGWGWGWGW
GWGWGWGW GW GW
3m D & S E2m S E3m D & S E2m S E
3m D & S E
2m D E
2m S
E
ES17
.48ES
17.62
ES16
.62ES
16.70
ES16
.48ES
16.56
ES17
.37ES
17.51
ES17
.25ES
17.36
ES18
.12ES
18.24
ES18
.25ES
18.36
ES18.03
ES18.02 ES17.85ES17.78 ES17.13
ES17.11 ES16.92ES16.87
ES17.93ES18.11
ES16
.83
ES17
.19
ES16
.99
ES17
.77
ES18
.55
ES16
.76
ES17
.63
ES18
.41 FS18.36
FS18.19 FS18.16FS18.08 FS17.28
FS17.22 FS17.20FS17.16
FS17
.75
FS17
.04FS
17.33
FS16
.98FS
17.15
FS17
.59
FS17
.41
FS18
.52
FS18
.71
FS17
.30
FS18.26
FS17
.30
FS18.26
FS17
.37FS
17.09
FS17
.90
FS18
.90
227229230231232234212213
215 216 217 218 219 220 221 222 223 224 225 226
228233214
S S S S S S S S
SS
SS
SS
2m D
E
3m D
& S
E3m
D &
S E
3m D & S E
245
244
243
242
241
240
239
238
237
236
235211
210
209
208
207
206
205
204
203
202
201
GWGW
GWGW
GWGW
GWGW
GWGW
GWGW
GWGW
GWGW
GWGW
GWGW
GW
GW
ES17.84
ES17.85
ES17.82ES18.17
ES18.46
ES18.23ES18.63
ES18.27ES18.59
ES18.29ES18.58
ES18.28ES18.60
ES18.25ES18.58
ES18.25ES18.53
ES18.25ES18.49
ES18.27
ES18.15ES18.53
ES18.19ES18.57
ES17.87ES18.11
ES17.52
ES17.61ES17.99
ES17.68ES18.03
ES17.75ES18.07
ES17.79ES18.10
ES17.82ES18.13
ES17.84ES18.12
ES17.89ES18.10
ES18.16
ES17.84FS18.39
FS18.35
FS18.68
FS18.48
FS18.55FS18.96
FS18.62FS19.07
FS18.69FS19.16
FS18.76FS19.27
FS18.82FS19.31
FS18.78FS19.25
FS18.71
FS18.34
FS18.41
FS18.77
FS18.35
FS18.42
FS18.49
FS18.61
FS18.75
FS18.82
FS18.70
2.5m
S E
4.5m D & S E
S
S S S S S S S
2m S
E3m
D &
S E
2.5m S E2.5m S E
2m D E 2m D E
SS
SS
SS
GWGWGWGW
ES18
.02ES
18.21
ES16
.57ES
16.62
ES16
.67ES
16.76
ES16
.80ES
16.91
ES16
.94ES
17.07
ES17
.06ES
17.19
ES17
.21ES
17.34
ES17
.35ES
17.47
ES17
.50ES
17.69
ES17
.61ES
17.82
ES17
.73ES
17.94
ES17
.86ES
18.06
ES16
.42ES
16.45
FS16
.96FS
16.98
FS16
.99FS
17.05
FS17
.02FS
17.12
FS17
.10FS
17.18
FS17
.22FS
17.28
FS17
.43
FS17
.63
FS17
.82
FS18
.03
FS18
.22
FS18
.41
FS18
.59
FS18
.802.5
m S
E2.5
m S
E
2m D
E
FS18.96
H
H
H
H
H
H
H
H
H
H
H
H HH H H HH H H H H
RE
VE
L LA
NE
/
/
FS17.76
FS18.30
FS18.23
FS18.17
FS18.10
FS18.04FS18.55
FS17.97
FS17.90
FS17.84
FS19.18
FS18.96
FS18.32
FS18.97
FS18
.86
FS18
.67
FS18
.07
FS17
.90
FS17
.74
FS17
.56
FS19
.05
FS18.96
FS17
.29
FS17
.45
FS17
.61
FS17
.79
FS17
.95
FS18
.14
FS18
.37
FS18
.61ES18.31FS18.92
ES18.50
S30
0Ø
300Ø225Ø
525Ø
525Ø
525Ø450Ø450Ø300Ø
375Ø
375Ø
375Ø
300Ø
300Ø
225Ø
375Ø
375Ø
375Ø
375Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
300Ø
300Ø
FR17
.41
FR17
.31
FR17
.25
FR17
.19 FR17
.12
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
300Ø
300Ø
300Ø
300Ø
FR17.20
FR17
.16
FR17
.10
FR17
.05
>
>
>
>
GW
HH
2mS E
EXISTINGPUMP STATION
FUTURESTAGE 3
FUTURESTAGE 3
B2
B2
B2
B2
B2
B2
B2
R8.6
R8.6
R8.6 R8.6
FUTURESTAGE 15
FUTURESTAGE 4
FUTURESTAGE 15
FUTURESTAGE 4
FUTURESTAGE 3
B2
B2B2
B2B2
PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.
PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.
PROVIDE EDGE STRIP AND"NO ROAD" SIGN IF FUTURESTAGE HAS NOT COMMENCED.
REMOVE EDGE STRIP AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.
CONNECT TOEXISTING DRAINAGE.
ENDPIPE FOR FUTURECONNECTION TO BE CAPPEDPRIOR TO BACKFILLING.
//
//
//
//
//
//
/
//
//
//
EXISTINGMANZEENE
VILLAGE ESTATESTAGE 4
INDUSTRIAL DRIVEWAY.CROSSOVER AND FOOTPATH
IN ACCORDANCE WITH IDMSTD DWG SD250.
INDUSTRIAL DRIVEWAY. CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.TO BE REMOVED AS A PART OF FUTURE STAGE WORKS.
PROVIDE 6m HEAVY DUTY CROSSING FORWASTE VEHICLE REMOVAL PURPOSES.
CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.
PROVIDE CARRIAGEWAY EASEMENT.TO BE REMOVED AS A PART OFFUTURE STAGE WORKS.
PROVIDE TEMPORARY FENCINGAROUND DRIVEWAY.
PROVIDE CARRIAGEWAY EASEMENT.TO BE REMOVED AS A PART OFFUTURE STAGE WORKS.
PROVIDE TEMPORARYFENCING AROUND DRIVEWAY.
PROVIDE 1 PIPE LENGTH(2.44m) 375Ø STUB.IL15.57 @ 1 IN 240.
PROVIDE 1 PIPE LENGTH(2.44m) 300Ø STUB.IL15.76 @ 1 IN 186.6.
2m RIDGE
CH59.801CH61.178
CH73.801CH75.178
CH89.178 CH89.801
CH101.678CH103.801
CH115.678 CH116.301
CH128.178CH130.301
CH142.178 CH142.801
CH155.301CH156.178
CH169.301CH170.178
CH200.178
CH34
.000
CH45
.000
CH55
.500
CH98
.000
CH11
0.500
CH12
1.000
CH13
1.500
CH17
2.500
CH18
5.000
CH19
7.500
CH48
.000
CH60
.500
CH73
.000
CH87
.000
CH99
.500
CH11
3.500
CH12
6.000
CH14
0.000
CH15
2.500
CH16
5.000
CH17
7.500
CH19
1.000
CH183.301CH184.032
CH41.000
CH47.000
CH53.000
CH59.000
CH66.000
CH19
9.000
LTPC
H16
4.050
TPCH218.128
LTPC
H13
9.950
CH40.000
LTPC
H63
.950
LTPC
H88
.050
TPCH220.055
CH202.105
767778
87
88
89
90
91
9292EP
9495
96
100
101
102
105
106
107
108
109
110
111
112
113
114
115116
117
118
120
CONNECT TOEXISTING DRAINAGE.
INSTALLPSM.
INSTALLPSM.
E 269784.835N 5789263.188
E 269800.442N 5789230.661
E 269799.459N 5789221.941
1m 1m
1m 1m
2.2m
E 269608.863N 5789141.122
4.5m
7.2m
7.2m
7.2m 1m
2.2m
2.2m
1m
3.7m
2.2m
CH26
.000
CH45.178CH43.801
EXISTINGSTAGE 1
Ex.30
Ex.28
28
9.5
28
1412.510.5
12.5
1922
2828282828282828
12.5
28
28
13.5
1412.5
1412.51412.514
12.512.512.5
13.5
1412.51412.51412.51412.512.5
10.510.5
10.510.512.5
2222
22
19
4.24
10.5
11 4.24
12.510.510.59.54.2
4
22222219
19
9.5
4.24
222222
12.512.512.5
12.512.5
32
16
1414
32
32
32
32
32
32
32
32
32
14
32
3216
16
1412
.5 12.5
14 14
12.5
12.5
1414
16.88
32
32
32
32
32
32
32
32
32
32
32
32
1614
1412
.514
12.5
1414
1414
16
1614
1412
.514
12.5
1414
1416 16
.8814
1412
.512
.514
16
28
12.5
12.5
6.1m
3.7m
4m
2m RIDGE
1m
A-
B-
C -
D-
REFER R700 FORBATTER DETAIL
REFER R700 FORBATTER DETAIL
INDUSTRIAL DRIVEWAY. CROSSOVER AND FOOTPATH INACCORDANCE WITH IDM STD DWG SD250.TO BE REMOVED AS A PART OF FUTURE STAGE WORKS.
BOLLARDS
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
180014.2 0R200
1:500 @ A1 K.MCKELVIE K.MCKELVIE
M.TROUNCE T.PALIOS DECEMBER 2019
CORIDALE - STAGE 2
LAYOUT PLAN - 1
A 10.12.19 ISSUED FOR APPROVAL K.MCKELVIE M.TROUNCE T.PALIOSB 01/04/20 COUNCIL COMMENTS DATED 31/03/20 K.MCKELVIE M.TROUNCE T.PALIOS0 23/04/20 ISSUED FOR CONSTRUCTION K.MCKELVIE 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
ISSUED FOR
CONSTRUCTION
SERVICES OFFSET SCHEDULE
ROAD NAMEGAS RECYCLED WATER WATER OPTIC FIBRE ELECTRICITY
SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)BIBURY STREET WEST 2.10 - - WEST 2.60 EAST 1.85 EAST 2.40LUBEC STREET WEST 2.10 - - WEST 2.60 EAST 1.85 EAST 2.40COLMAR STREET NORTH 2.10 - - NORTH 2.60 SOUTH 1.85 SOUTH 2.40REVEL LANE - - - - - - - - - -
BUILD
ING
LINE
B2 B2
2.10 O
FF B
DY2.6
0 OFF
BDY
G W
1.85 O
FF B
DY2.4
0 OFF
BDY
E NBN
1.50m 2.75m 3.75m 2.75m 1.50m
16.00m
16m ROAD RESERVETWO WAY CROSSFALL
0.80 O
FF B
OK
STREET TREE CENTRALLYLOCATED BETWEEN EDGE OFFOOTPATH AND BACK OF KERB
BIBURY STREET, LUBEC STREET& COLMAR STREET
7.50m4.25m 4.25m
BUILD
ING
LINE
3.75m
REFER R201 FOR CONTINUATIONN
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. ALL PRAM CROSSINGS TO BE DDA COMPLIANT.4. VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE
AND RESERVE TO FORM PART OF LANDSCAPE WORKS.5. THE USE OF DIRECTIONAL AND HAZARD TACTILE PAVERS
MUST ACCORD WITH SECTION 2.2.3.1 OF AS/NZS 1428.4:2002.6. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO
BE ROTATED TO ENSURE COVER POSITION IS CENTRALLYLOCATED WITHIN FOOTPATH.
7. CHAINAGES FOR SETOUT OF PROPERTY INLET POINTS,SERVICING FUTURE LOTS, ARE MEASURED FROM THEDOWNSTREAM PIT.
8. CONTRACTOR TO LOCATE ALL EXISTING ASSETS PRIOR TOCOMMENCEMENT OF WORKS. ANY DAMAGE TO EXISTINGASSETS TO BE RECTIFIED AT CONTRACTORS EXPENSE.
9. CONTRACTOR TO VERIFY DEPTH OF EXISTING SERVICES,PRIOR TO COMMENCEMENT OF CONSTRUCTION.
BUILD
ING
LINE
4.00m
8.00m
8m ROAD RESERVETWO WAY CROSSFALL
REVEL LANE
BUILD
ING
LINE
4.00m
S
1.50m
OFF
BDY
FR157.40
TW159.30
BW159.30
ES141.34
FS140.35
GW
Ex G
H
Ex T
Ex W
Ex D
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
LEGENDINDICATIVE TREE PLANTING LOCATION.STREET TREE DESIGN TO LANDSCAPEDESIGN.
INDICATIVE PUBLIC LIGHTING LOCATION.PUBLIC LIGHTING DESIGN SUBJECT TOELECTRICAL DESIGN.
CITY OF GREATER GEELONG TO STAMP HERE UPON APPROVAL