6 6 B2-50 5 5 B2-51 B2-84 B2-29 RB2-14 B2-30 B2-85 B2-49 4 ...
Ex 450Ø Ex.GP ARTEMIS DRIVE ROAD A 211 223 224 52 222...EX43.070 EX42.808 EX40.000 EX40.000 1.00m...
Transcript of Ex 450Ø Ex.GP ARTEMIS DRIVE ROAD A 211 223 224 52 222...EX43.070 EX42.808 EX40.000 EX40.000 1.00m...
3
9
4
0
4
1
41
4
2
42
42
4
3
4
3
43
DAM
16
16
16
25.5
211 223 224
222
221
220
219
218
4
4
43
4
3
43
AFP02
BFP02
EFP02
DFP02
CFP02
FUTURESTAGE 2
FUTURESTAGE 2
FUTUREDEVELOPMENT
BY OTHERS
EXISTINGDEVELOPMENT
8.6R 8.6R
ROAD AB2
B2B2
B2
2.0m D.E
3.0m D.S.E 2.0m D.E
14
32
12.5
10.5
149
294m²
28
414m²416m² 28.4
25.5
12.5
29.8
29.9
8.5
12.8
19.5
14
13.829
.6
29.5
29.3
29.4
29.2
29.1
28.8
28.9
25.628
.7
14
22
1414
114.2
19
10.5
22
10.5
22
10.5
12.512.5
22
14
14
32
141
14
32
14
16
16 14
13
3232
13
12.5
12.5
14 13
13
12.5
12.5
14
14
14
14
14
14
12.5 12
.510
.5
22
10.5
101
10.5
10.5
22
11
4.219
14
18
14
4.2
21
11
350m²
28
21
28
28
12.5
12.5
12.5
14
1414
4.2
11
13.9
275m²
12.5
12.5
14
14
14
14
12.5
12.5
12.5
12.5
12.5
12.5
14
14
12.5
12.5
12.5
12.5
14
14
14
14
14
14
14
12.5
12.5
12.5
14
28
12.5
12.5
12.5
11.5
12.5
12.5
12.5
14.5
4.3
18
21
14
21
114.2
14 122
121
111110
123
109
124
108
125
107106
127 126128
104 105
129130
103102
131132
112
117
113
118
120
119
142
143
144
140139138137136135134133 151150
145
146
147
148
412m²362m²410m²413m²
390m²
383m²
290m²
397m²394m²
303m²303m²
290m²
417m²
360m²406m²367m² 408m²
294m²
350m²350m² 350m²392m² 350m²350m²350m²350m² 350m² 350m²
448m²400m² 448m²448m²416m²448m²400m² 512m²448m²448m²
275m²
231m²
231m²
231m²
231m²
12.9
8.6R 8.6R
8.6R 8.6RB2
B2
B2B2
B2
B2
B2
B2 B2B2
B2
B2
32 32 32 32 32 32
322828282828282828
DAM
OPEN DRAIN
OPEN DRAIN
SEALED TRACK
DAM
Ex.JP
Ex.GP
Ex. Ø300 RCP
E
x
.
Ø
3
0
0
R
C
P
Ex. Ø
300
RC
P
ROAD C
ROAD
B
ROAD
D
ARTEMIS DRIVE
ROAD
B
ROAD C
B2B2
FUTURESTAGE 2
FUTURESTAGE 2
FUTUREDEVELOPMENT
BY OTHERS
EXISTINGDEVELOPMENT
22 22
32
EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION
EXISTING VEGETATION TO BE TRIMMED/REMOVED. CONTRACTOR TO LIAISE WITH
SUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL/ TRIMMING
EXISTING TREE TO BE REMOVEDIF APPROVED. CONTRACTOR TOLIAISE WITH COUNCIL APPROVEDARBORIST TO DETERMINE EXTENTOF REMOVAL / TRIMMING
EXISTING FENCE TO BEREMOVED AND TIED TO
NEAREST POST
EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST
EXISTING FENCE TO BEREMOVED AND TIED TONEAREST POST
EXISTING DAM TO BE DRAINED,DE-SLUDGED, COMPACTED &
FILLED TO LEVEL 1 SUPERVISION
RE-SHAPE & GRADEEXISTING OPEN DRAIN
TO ACCOMMODATENEW CATCH DRAIN
RE-SHAPE & GRADEEXISTING OPEN DRAIN TOACCOMMODATE NEWCATCH DRAIN
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &
AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
REMOVE TEMPORARY TURNAROUND 200mmTHICK CLASS 3 FCR 9.0m MINIMUM RADIUS &
AND ROAD CLOSED & HAZARD SIGN
REMOVE CONCRETE EDGE STRIPINCLUDING AG DRAIN
CONSTRUCT TEMPORARY TURNAROUND200mm THICK CLASS 3 FCR 9.0m MINIMUM
RADIUS & SUPPLY AND INSTALL ROADCLOSED & HAZARD SIGN
SUPPLY AND INSTALL CONCRETEEDGE STRIP AS SPECIFIED
INCLUDING AG DRAIN
CONSTRUCT NEWSTORMWATER GP ANDCONNECT NEW STORMWATERPIPE AND MAKE GOOD TOCOUNCIL STANDARDS
TEMPORARY SWALE DRAIN TO DIRECTOVERLAND FLOW SOUTH THROUGHPROPOSED DEVELOPMENT
CONNECT NEW STORMWATERTO EX. STORMWATER STUBS
CONNECT NEW STORMWATERTO EX. STORMWATER STUB
EX40.753 EX40.553
EX40.557 EX40.400 EX40.184
EX41
.392
EX40
.830
EX40
.624
EX40
.316
EX40
.743
EX40
.295
EX41
.475
EX40
.651
EX41
.303
EX40
.742
EX41
.110
EX40
.763
EX41
.229
EX40
.886
EX41
.469
EX41
.135
EX41
.735
EX41
.410
EX42
.065
EX41
.728
EX42
.400
EX42
.186
EX42
.825
EX42
.852
EX43
.094
EX43
.226
EX40
.683
EX40
.688
EX40
.779
EX40
.843
EX40
.753
EX40
.874
EX40
.979
EX41
.121
EX41
.201
EX41
.369
EX41
.480
EX41
.750
EX41
.847
EX42
.100
EX42
.273
EX42
.572
EX42
.869
EX42
.910
EX43
.201
EX43
.050
EX41
.041
EX40
.117
EX40
.189
EX40
.963
EX41
.195
EX40
.883
EX41
.505
EX41
.029
EX41
.815
EX41
.257
EX42
.108
EX41
.520
EX42
.362
EX41
.888
EX42
.627
EX42
.142
EX42
.867
EX42
.452
EX40.521 EX40.195
EX40.522 EX40.393
EX40.477 EX40.284
EX43
.290 EX40.736
EX40.659 EX40.528
EX40.872
EX40.454 EX40.373
EX40.882 EX40.755
EX40.774 EX40.639
EX40.754 EX40.602
EX40
.355
EX40.293
EX41
.463
EX40
.482
EX41.529
EX41
.482
EX43
.264 EX41.542
EX43
.153
EX40.495
EX40.880
EX40
.549
EX40.448
EX40.795
EX41
.264
EX40
.655
EX40
.418
EX40
.219
EX40
.263
EX40
.607
EX43
.070
EX42
.808
EX40
.000
EX40
.000
1.00m
1.00m
1.00m
EX40
.844
M2
M2
B2
B2
EX39.702
EX40.764
EX41.068 EX40.986
EX41.261
EX40.520
EX40.418
EX41.612
12.5
12.5
29
14
32
14 4.2
25
14
4.211
32
32
10.5
277.1
114
115
116
152
489m²
400m²
443m²
388m²
15.8
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25
THE LOCATION OF SERVICES ARE APPROXIMATE ONLYAND THEIR EXACT POSITION SHOULD BE PROVEN ONSITE. NO GUARANTEE IS GIVEN THAT ALL EXISTINGSERVICES ARE SHOWN.SPECIAL CONSIDERATION
SHOULD BE GIVEN TO CONSTRUCTION PROCEDURESUNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
BEWARE OF UNDERGROUND/OVERHEAD SERVICESWARNING
SHEET INDEXSHEET NO. REVISION DESCRIPTION
1 A FUNCTIONAL LAYOUT PLAN2 A TYPICAL SECTIONS3 A TURNING MOVEMENTS (1)4 A TURNING MOVEMENTS (2)5 A PARKING, SIGNAGE ANDLINEMARKING PLAN6 A EXISTING FEATURES ANDTREE REMOVAL PLANDATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_WorkSpace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP1-01 PLOTTED BY: Nathan Miratana PLOT DATE: 12/4/2019 10:45 AM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP01 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
B.SAUNDERS15.02.19
S.A.H.5.03.2019
PS830147PA ISSUE TO COUNCIL 27.03.2019S.A.H. 1 6
PRELIMINARY
134 H10
B. HEYME
5.03.2019N.MIRATANA
LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN
EXISTING STORMWATER DRAIN & PIT
EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE
ROAD TP CHAINAGE
SET-OUT POINT
FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN
PROPOSED STORMWATER DRAIN & PIT
PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT
PIT NUMBER
PROPOSED FOOTPATH
PROPOSED DRIVEWAY
PROPOSED INDUSTRIAL DRIVEWAY
GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)
PROPOSED PERMANENT SURVEY MARK
PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL
PARKING BAY/PAVED AREA
CONCRETE PAVEMENT THRESHOLD
CONCRETE PAVEMENT
ROCK BEACHING
CRUSHED ROCK TURNAROUND
EXCAVATION GREATER THAN 200mm
FILLING GREATER THAN 200mm
PAVEMENT TO BE REMOVED
Ex 450Ø
H
168.90169.00
EX158.664
SM2
52CH20.06
TPCh116.57
R2
168.90169.00
FS158.385T167.15
H
X
O O O
®
25.50m ROAD RESERVE11.20m CARRIAGEWAY (WITH PARKING BAYS)
Road A
DRAI
NAGE
DRAI
NAGE
25.50
1.80
2.20
2.65
GAS
NON DRINKING WATER
WATER
2.85
3.60TELCOELECTRICITY
3.50 3.50
11.20
3.00BIKE PATH
VERGE
1 IN 10 (MAX)1 IN 30 (MIN)
1.50PATH
1 IN 40
0.05
1 IN 40
0.05
4.50 1.50PATHVERGE
0.60B2
0.60B2
2.10 2.10
CARRIAGEWAY
PARKING BAY PARKING BAY
1 IN 30 1 IN 30
BUILD
ING
LINE
BUI
LDIN
G LIN
E
1 IN 10 (MAX)1 IN 30 (MIN)
16.00m ROAD RESERVE7.30m CARRIAGEWAY
Road D
25.50m ROAD RESERVE
DRAI
NAGE
25.50
1.80
2.20
2.65
GAS
NON DRINKING WATER
WATER
1.00SEWER
3.65 3.65
7.30
1.50PATH
1 IN 40
0.05
6.45VERGE
0.60B2
0.60B2
CARRIAGEWAY
1 IN 30 1 IN 30
BUILD
ING
LINE
1 IN 10 (MAX)1 IN 30 (MIN)
7.30m CARRIAGEWAY Road A
9.80
AFP01
SECTIONSCALE 1 : 100
BFP01
SECTIONSCALE 1 : 100 E
FP01SECTIONSCALE 1 : 100
BUILD
ING
LINE
16.00m ROAD RESERVE7.30m CARRIAGEWAY
Road B CFP01
SECTIONSCALE 1 : 100
16.00m ROAD RESERVE7.30m CARRIAGEWAY
Road C DFP01
SECTIONSCALE 1 : 100
16.00
4.20
2.65VERGE1.50PATH
4.50
1.50 2.65
1 IN 10 (MAX)1 IN 30 (MIN)
VERGE
PATH
1 IN 40
0.60B2
1 IN 30
0.60B2
1 IN 30
7.30
3.653.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
1 IN 40
0.05 0.05
1.852.35
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
1.00SEWER
BUILD
ING
LINE
BUILD
ING
LINE
1 IN 10 (MAX)1 IN 30 (MIN)
1.00 SEWER
16.00
4.20
2.65VERGE
1.50PATH
4.50
1.502.65
1 IN 10 (MAX)1 IN 30 (MIN)
VERGE
PATH
1 IN 40
0.60B2
1 IN 30
0.60B2
1 IN 30
7.30
3.65 3.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
1 IN 40
0.050.05
1.852.35
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
WATER
1.00 SEWER
BUILD
ING
LINE
BUILD
ING
LINE
1 IN 10 (MAX)1 IN 30 (MIN)
1.00SEWER
16.00
4.20
2.65VERGE1.50PATH
4.50
1.50
1 IN 10 (MAX)1 IN 30 (MIN)
VERGE
PATH
1 IN 40
0.60B2
1 IN 30
0.60B2
1 IN 30
7.30
3.653.65CARRIAGEWAY
DRAI
NAGE
DRAI
NAGE
1 IN 40
0.05 0.05
1.852.35
TELCOELECTRICITY
1.80
2.30
2.80
GAS
NON DRINKING WATER
WATER
1.00SEWER
BUILD
ING
LINE
BUILD
ING
LINE
1 IN 10 (MAX)1 IN 30 (MIN)
1.00 SEWER2.85
3.60TELCOELECTRICITY
3.00BIKE PATH
VERGE
1 IN 10 (MAX)1 IN 30 (MIN) 1 IN 40
0.05
1.50PATH
11.75
Vertical
HorizontalScale
1 2 3 4 50
01:100,A1
1 2 3 4 5
Road A 25.50 1.00* S 1.80 S 2.20 S 2.65 N 3.60 S 1.00* N 2.85 S 1.00* VARIES G,NDW,DW & E,TRoad B 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,TRoad C 16.00 1.00* N 1.80 N 2.30 N 2.80 S 2.35 N 1.00* S 1.85 N 1.00* N4.35/S4.05 G,NDW,DW & E,TRoad D 16.00 1.00* W 1.80 W 2.30 W 2.80 E 2.35 W 1.00* E 1.85 W 1.00* W4.35/E4.05 G,NDW,DW & E,T
SERVICE OFFSET TABLE
ROAD NAMEROAD
RESERVEWIDTH
TREEGAS
WATER ELECTRICITY COMMUNICATIONS/ NBN
BACK OF KERB SHAREDTRENCHINGNDW DW CABLES POLES CABLES PITS
SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET SIDE OFFSET
DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP2-01 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP02 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
TYPICAL SECTIONS
B.SAUNDERS15.02.19
PS830147PA ISSUE TO COUNCIL 2 6
PRELIMINARY
134 H10
B. HEYME
5.03.2019N.MIRATANA
1. TELSTRA AND ELECTRICITY CABLES TO BE CONSTRUCTED IN A COMMON TRENCH IN ACCORDANCE WITH ELECTRICITY AUTHORITY STANDARD DRG's.2. GAS AND WATER MAINS TO BE CONSTRUCTED IN A COMMON TRENCH.3. * = OFFSET FROM BACK OF KERB
LEGEND:EXISTING WATER MAINEXISTING RECYCLED WATER MAINEXISTING UNDERGROUND ELECTRICITYEXISTING OVERHEAD ELEC & POLEEXISTING TELSTRA & SERVICE PITEXISTING OPTIC FIBREEXISTING GAS MAINEXISTING FENCEEXISTING SEWER & MANHOLEEXISTING SEWER RISING MAIN
EXISTING STORMWATER DRAIN & PIT
EXISTING HOUSE DRAINEXISTING SURFACE CONTOUR MINOREXISTING SURFACE CONTOUR MAJOREXISTING TOP OF BATTEREXISTING TOE OF BATTEREXISTING KERBEXISTING FOOTPATHEXISTING FILL LEVELEXISTING SURFACE LEVELEXISTING BUILDINGEXISTING SIGN AND POSTEXISTING PERMANENT SURVEY MARKROAD RESERVELOT BOUNDARYEASEMENTKERB & CHANNEL + TYPESAWCUT PAVEMENTCONCRETE EDGE STRIPLIMIT OF ROAD WORKSALLOTMENT NUMBERROAD CHAINAGE
ROAD TP CHAINAGE
SET-OUT POINT
FINISHED SURFACE CONTOUR MINORFINISHED SURFACE CONTOUR MAJORFINISHED SURFACE LEVELTOP/TOE OF BATTER LEVELPROPOSED WATER MAINPROPOSED RECYCLED WATER MAINPROPOSED ELECTRICITYPROPOSED TELSTRAPROPOSED OPTIC FIBRE CONDUITPROPOSED GAS MAINPROPOSED SEWERPROPOSED SEWER RISING MAIN
PROPOSED STORMWATER DRAIN & PIT
PROPOSED HOUSE DRAINPROPOSED DRAINAGE INLETAUTHORITY DRAIN & PIT
PIT NUMBER
PROPOSED FOOTPATH
PROPOSED DRIVEWAY
PROPOSED INDUSTRIAL DRIVEWAY
GAS & WATER CONDUITPROPOSED AG DRAIN & FLUSHER PITPROPOSED CATCH DRAINPROPOSED SWALE DRAIN5 YEAR FLOW ARROW100 YEAR FLOW ARROWTEMPORARY BENCH MARK (TBM)
PROPOSED PERMANENT SURVEY MARK
PROPOSED BOLLARDPROPOSED LIGHT & POLEPROPOSED ESTATE FENCEPROTECTIVE TREE FENCINGPROPOSED TOP OF BATTERPROPOSED TOE OF BATTERRIDGE / CHANGE OF GRADEPROPOSED SLEEPER RETAINING WALLPROPOSED ROCK RETAINING WALL
PARKING BAY/PAVED AREA
CONCRETE PAVEMENT THRESHOLD
CONCRETE PAVEMENT
ROCK BEACHING
CRUSHED ROCK TURNAROUND
EXCAVATION GREATER THAN 200mm
FILLING GREATER THAN 200mm
PAVEMENT TO BE REMOVED
Ex 450Ø
H
168.90169.00
EX158.664
SM2
52CH20.06
TPCh116.57
R2
168.90169.00
FS158.385T167.15
H
X
O O O
®
ROAD
B
ROAD
D
149
141
122
123124 118
119
142
150
147
148
B2 B2
ROAD CM2
M2
ROAD
B
ROAD
D
149
141
122
121
123 117118
120
119
151150
148
B2 B2
ROAD CM2
M2
ROAD A
ROAD
B
111110109 112 113
B2 B2
OPEN DRAIN
Vertical
HorizontalScale
0
01:250,A1
2.5 5 7.5 10 12.5
2.5 5 7.5 10 12.50
ROAD A25.5m ROAD RESERVE
SCALE 1 : 250
ROAD C16.00m ROAD RESERVE
SCALE 1 : 250
DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP3-01 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP03 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
TURNING MOVEMENTS SHEET 1/2
B.SAUNDERS15.02.19
PS830147PA ISSUE TO COUNCIL 3 6
PRELIMINARY
134 H10
B. HEYME
5.03.2019N.MIRATANA
8.8
1.5 5
Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m
5.2
0.95 3.05
Passenger vehicle (5.2 m)Overall Length 5.200mOverall Width 1.940mOverall Body Height 1.804mMin Body Ground Clearance 0.295mTrack Width 1.840mLock-to-lock time 4.00sCurb to Curb Turning Radius 6.300m
ROAD
B
ROAD
D
149
141
122
123124125
119
142
140147
148
B2 B2
DAM
M2
M2
RCP
ROAD A
ROAD
B
ROAD A
294m²
121
111110109 112 113
120
412m²362m² 397m²394m²360m²
294m²
B2 B2
ROAD
B
Vertical
HorizontalScale
0
01:250,A1
2.5 5 7.5 10 12.5
2.5 5 7.5 10 12.50
ROAD C25.50m ROAD RESERVE
SCALE 1 : 250
ROAD A16.00m ROAD RESERVE
SCALE 1 : 250
DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP3-02 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP04 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
TURNING MOVEMENTS SHEET 2/2
B.SAUNDERS15.02.20
PS830147PA ISSUE TO COUNCIL 4 6
PRELIMINARY
134 H10
B. HEYME
5.03.2019N.MIRATANA
FUTURESTAGE 2
FUTURESTAGE 2
FUTUREDEVELOPMENT
BY OTHERS
EXISTINGDEVELOPMENT
ROAD AB2
B2 B2
B2
149
141
101
122
121
111110
123
109
124
108
125
107106
127 126128
104 105
129130
103102
131132
112
117
113
118
120
119
142
143
144
140139138137136135134133 151150
145
146
147
148
B2
B2
B2B2
B2
B2
B2
B2 B2B2
B2
B2
ROAD C
ROAD
B
ROAD
DB2B2
FUTURESTAGE 2
FUTURESTAGE 2
FUTUREDEVELOPMENT
BY OTHERS
EXISTINGDEVELOPMENT
M2
M2
B2
B2
114
115
116
152
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP4-01 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP05 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
PARKING, SIGNAGE AND LM PLAN
B.SAUNDERS15.02.19
PS830147PA ISSUE TO COUNCIL 5 6
PRELIMINARY
134 H10
B. HEYME
5.03.2019N.MIRATANA
SIGN LEGEND
GIVE
WAY
R1-2A
ROAD CLOSED
R1-2ASIGN
R1-2ASIGN
R1-2ASIGN
T2 AND D5 SIGN
R1-2ASIGN
R1-2ASIGN
3
9
4
0
4
1
41
41
4
2
42
42
4
3
4
3
43
4
4
43
4
3
43
C
/T
V
O
L.10355 F
O
L.953
DAM
OPEN DRAIN
OPEN DRAIN
SEALED TRACK
DAM
Ex.JP
Ex.GP
Ex. Ø300 RCP
E
x
.
Ø
3
0
0
R
C
P
Ex. Ø
300
RC
P
Vertical
HorizontalScale
0
01:500,A1
5 10 15 20 25
5 10 15 20 25DATEREV. AMENDMENTS APP'D REV.
PM
MELWAYS:
FILE: J:\12dS_Workspace\data\AUMELSQL01\116501_418\PM02 DESIGN\G01 DESIGN\ACAD\116501FP00.dwg LAYOUT: FP5-01 PLOTTED BY: Ben Saunders PLOT DATE: 9/4/2019 2:38 PM
SHEET No.
C 2018 LD Eng Pty Ltd
OF
POS No.:
DESIGNED
CHECKED
STATUS:
AUTHORISED
Land Development Engineering
Level 1, 1-5 Nantilla Road
Notting Hill, Vic 3168
Ph: 03 9562 7424
ldeng.com.au
116501FP06 A
BALLARTO RD (1405)CRANBOURNE EAST
CITY OF CASEYFUNCTIONAL LAYOUT PLAN
REMOVAL PLAN
B.SAUNDERS15.02.19
PS830147PA ISSUE TO COUNCIL 6 6
PRELIMINARY
134 H10
B. HEYME
XRN.MIRATANA
EXISTING DAM. DRAINAND DE-SLUDGE
EXITING SEALED TRACK TO BEPROTECTED DURING CONSTRUCTION
EXISTING JUNCTION PIT AND DRAINAGELINE TO REMAIN. CONTRACTOR TOPROTECT DURING CONSTRUCTION
EXISTING OPEN DRAIN TO BEDRAINED AND DE-SLUDGED
EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST
EXISTING VEGETATION TO BE TRIMMED /REMOVED. CONTRACTOR TO LIAISE WITHSUPERINTENDENT TO DETERMINE EXTENTOF REMOVAL / TRIMMING
EXISTING TREE TO BE REMOVED IFAPPROVED. CONTRACTOR TO LIAISEWITH COUNCIL APPROVED ARBORISTTO DETERMINE EXTENT OF REMOVAL /TRIMMING
EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST
EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST
EXISTING FENCE TO BE REMOVEDAND TIED TO NEAREST POST