preliminary - highgrove · 2017-07-06 · p2 p2 intersection details mahal drive - longitudinal...
TRANSCRIPT
North
5.50
1.20
1.20
6.45
6.502.00
24.50
1.00
15.00
29.001.00
2.20
1.00
3.50
6.65
31.50
LOCALITY PLAN
NTSMELWAYS: 134-K6
BE
RWI
CK-
CR
AN
BO
UR
NE
RO
AD
HEATHER GROVE
BERWICK-CRANBOURNE ROAD
CL
YDE-FI
VE
WA
YS
RO
AD
PATTERSONS ROAD
AREA OF
WORKS
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
PRELIMINARY
SCALE 1:500
PLAN
STREET NAME Rd.RESERVEWATER
GAS Bk. of KERB JOINT TRENCHINGELECTRICITY
CABLES POLESDW NDW
FIBRE TO THE HOME
FTTH PITSFTTH CABLES CLASIFICATION
STREET
2.80 N 2.30 N 1.85 N 4.20 N 1.00 BOK 3.50 N 1.20 S 5.85 N
STREET - LEVEL 1
16.00 2.45 E 1.00 BOK 1.80 E 4.05 E 4.35 W
STREET - LEVEL 1
1.00 BOK 3.50 N 2.10 S
2.80 N 2.30 N 1.85 N 4.20 N 5.85 N
G/DW/NDW & FTTH/E
G/DW/NDW & FTTH/E
G/DW/NDW & FTTH/E
STREET - LEVEL 1
SERVICES OFFSETS AND LOCATIONS
1.78 W
16.00
14.00
13.10
CORNHILL ROAD
3.20 W 2.70 W 2.25 W
-
1.00 BOK 1.80 N 4.05 N
3.20 S 2.70 S 2.25 S 2.45 N 4.35 S
1.78 S G/DW/NDW & FTTH/E STREET - LEVEL 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
an expansion joint of approved material shall be provided between the two faces.
3. Where concrete works abut a sewer access chamber surround or similar structure,
infrastructure being installed.
surveyor responsible for certifying the Plan of Subdivision prior to underground
2. Contractor to ensure that the site is pegged and or set out checked by the licenced
SHOWN.
PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE TBM COORDINATES
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE DIGITAL
ATTENTION TO CONTRACTOR
North
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
(> 0.2m depth)
(> 0.2m depth)W100
E T
W100 DETAIL PLAN1
MAHAL DRIVE
MAHAL DRIVE (Lots 554-562)
MAHAL DRIVE (Lots 552-553)
No.DESCRIPTION
SHT
SHEET INDEX
1
VER
P2 DETAIL PLAN, SERVICES OFFSET TABLE & INDEX SHEET
NOTES, TYPICAL SECTIONS AND PAVEMENT DETAILS
3
4
5
6
7
8
9
10
DRAINAGE LONGITUDINAL SECTIONS & PIT SCHEDULE
2
SIGNAGE & LINEMARKING PLAN
P2
P2
P2
P2
P2
P2
P2
P2
P2
INTERSECTION DETAILS
MAHAL DRIVE - LONGITUDINAL SECTION
MAHAL DRIVE - CROSS SECTIONS
MAHAL DRIVE - CROSS SECTIONS
CORNHILL ROAD - LONGITUDINAL SECTION
CORNHILL ROAD - CROSS SECTIONS
16.00 FUTURE ROAD 1 1.00 BOK 1.80 N 4.05 N
3.20 S 2.70 S 2.25 S 2.45 N 4.35 S
1.78 S G/DW/NDW & FTTH/E STREET - LEVEL 1
40
41
41
41
41
42
42
42
42
43
43
43
43
44
44
44
44
44
45
45
45
45
45
45
46
46
46
46
46
46
46
46
46
46
47
47
47
47
47
47
47
47
47
47
48
48
48
48
48
48
48
48
48
48
48
48
49
49
49
49
49
49
49
49
49
50
50
50
5051
51
52
52
514
513
523
524
525526
527528
529
RL46.334
16.10m
18.10m
TBM C58 (Star Picket)
220.42 N
286.96 E
10051006
10041003
10021001
1007
10111010
1008
1009
C
530531
532533
534535
536537
538539
540
551550
549548
547546
545544
543542
541
562561
560559
558557
556555 554
553552
563
16
1615
13.50
1514.50
16
14
14
1416
14.50
15
32
14
1.50
27.10
238.14
25.3219.22
4.2813.50
13.141.8815.191.74
13.28
15.50
14
16
16
14
15
14
4.20
30.12
32.493333.27
33.53
33.81
17
15
14
16
16
14
15.50
15
15
16.50
32
32
32
32
32
15
14
16
16
15.50
15
1515
13.50
2.00m D E
2.00m D E
2.50m S E
3.00m D & S E
2.00m D E
2.50m S E
32
32
32
32
32
32
32
32
32
32
1414
14
27.10
15
34.62
34.35
34.10
29.59
26.29
32
32
32
32
32
PROPERTY
OF OTHERS
MA
HA
L
MA
HA
L
CORNHILLROAD
RES
ER
VE
BL
UN
DY
BO
UL
EV
AR
DR
ES
ER
VE
RANDALL
AVENUE
RESERVE
R9.00
R9.00
SM2 K
&C
SM2 K
&C SM2 K&C
SM2 K&C
S500 K&C
S500 K&C
SM2 K&C
MA
HA
L
DRI
VE
CORNHILL
ROAD
MAHAL
HH
HH
HH
HH
HH
H
R50.00
R54.85 R50.00
R54.85
PATTERSONS
ROAD
Ex CONC R
W - 0.60
m
Ex CONC R
W - 0.40
m
Ex CONC R
W - 0.40
m
Ex CONC R
W - 0.40
m
0.60m - 1.00m
Ex CONC RW
Ex CONC RW 1.00m
Ex CONC RW 1.00m
Ex CONC RW 1.00m
Ex CONC RW 1.00m
Ex CONC RW 1.00m
MATCH NEATLY WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC EDGE STRIP
MATCH NEATLY WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC EDGE STRIP
MATCH NEATLY WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC EDGE STRIP
CONC R
W - 0.80
m
CONC R
W - 0.80
m
CONC R
W - 0.60
m
CONC R
W - 0.60
m
CONC R
W - 0.60
m
CONC R
W - 0.80-0.60
m
CONC R
W - 0.60-0.40
m
CONC R
W - 0.60
m
CONC R
W - 0.60-0.80
m
Ex CONC R
W - 0.60
m
Ex CONC R
W - 0.60
m
Ex CONC R
W - 1.00
m
4.24
29
14
29
4.24
EXISTING STAGE 10
EXISTING STAGE 10
EXISTING STAGE 5
DRIVETBM C14 (Pipe in Concrete)
TBM C10 (Spike)
6.80m 24.40m
74.34 N
272.38 E
RL49.213
190.29 N
190.65 E
RL45.557
20.90m
17.70m
SM2 K&C
SM2 K
&C
SM2 K
&C
CONC R
W - 0.80
m
CONC R
W - 0.40-0.80
m
CONC R
W -0.4- 0.60
m
CONC R
W - 0.60-0.80
m
DRI
VE
16
13
4.24
29
15
13.5014
14
14
3.00m D & S E
CONC R
W - 1.00-0.80
m
HH
HH
H H
PERDESTRIAN CROSSING
KERB TRANSISTION THROUGH
(TYPICAL) AS PER S-704D
PLASTIC BOLLARDS @ 1.5m CTS
PROVIDE RECYCLED PET
CONC RW - 0.40m
Ch220.20
Ch204.20
Ch18
9.20
Ch17
5.70
Ch16
1.70
Ch14
7.70
Ch13
2.70
Ch118.20
Ch10
2.20
Ch88.20
Ch74.20
Ch299.62
Ch357.12
Ch371.12
Ch98.97
Ch113.09
Ch12
8.19
Ch14
4.18
Ch15
9.68
Ch17
3.68
Ch18
9.69
Ch205.69
Ch219.69
Ch234.69
Ch83.70
Ch98.70
Ch113.70
Ch12
8.70
Ch14
4.20
Ch15
8.20
Ch17
4.20
Ch19
0.20
Ch204.20
Ch219.20
R8.6
0
R8.60
TP23
2.25
RTP327.97
RTP351.57
31.92
45.40
44.44
43.55
43.05
47.40
47.9
3
45.37
45.89
46.40
47.07
47.22
47.01
46.24
45.40
44.44
43.73
49.27
51.16
52.29
50.04
50.58
49.78
49.27
49.11
49.13
48.59
48.25
47.76
47.36
47.21
46.42
45.50
45.77
45.33
45.41
45.24
46.40
48.1
9
47.29
46.49
47.33
48.85
48.12
47.87
45.39
46.09
46.15
43.6
5
43.6
9
44.46
45.14
46.03
46.98
47.59
47.87
47.18
46.27
45.07
44.22
43.39
49.04
49.68
45.7
6
45.8
7
48.93
48.31
45.34
44.38
43.42
42.28
41.34
40.8
6
40.9
6
40.69
42.51
42.34
41.83
41.24
40.21
42.73
42.16
41.97
40.68
41.02
40.85
41.4
141.4
4
42.95
42.73
41.7
8
41.55
41.4
7
42.8942.99
43.90
44.54
44.53
45.1345.72
46.61
44.94
44.78
45.54
46.59
46.55
46.87
46.06
44.63
44.92
44.75
44.31
44.49
41.32
41.27
44.68
48.1147.87
48.52
44.92
44.75 44.94
46.31
46.00
43.90
43.6843.99
BL45.53
49.00
49.06
49.20
BL47.14
BL49.05
BL48.73
BL48.11
BL46.20
BL46.52
BL46.52
BL47.37
BL44.46
BL43.60
BL46.84
BL48.37
BL47.90
BL45.7
7
BL45.9
7
BL48.53
BL47.51
BL43.4
7
BL45.11
BL45.75
BL45.25
BL44.43
BL43.65
BL42.78
BL41.96
BL40.7
0
BL41.1
0
BL41.43
43.45
43.39
41.81
BL40.84
BL42.93
BL42.18
42.10
BL40.93
BL41.11
BL41.36BL
41.5
2BL
41.5
0
BL42.83
BL42.32
BL42.1
9
BL41.92BL42.64
BL42.73
BL43.95
BL44.52
BL44.53
BL45.01
BL45.71
BL46.92
BL44.95
BL44.72
BL44.52
45.42
BL46.00
BL46.12
BL46.18
BL45.75
BL45.57
BL44.90
BL45.11
BL44.70
BL40.74
BL40.83
BL43.50
BL47.37
BL45.60BL46.10
BL46.16
BL46.76
BL48.77
BL48.49
BL44.63
BL48.10
BL48.43
BL48.44
BL48.10
BL47.36
BL46.42
BL45.37
BL46.71
BL48.20
BL48.59
BL44.31
BL45.29
BL47.25
BL43.0
5
BL45.11
45.55
BL44.95
BL46.27
BL48.1
2BL
47.8
2
TOE45.60
TW46.20
TOE45.60 TOE45.60
TOE46.60
TW46.60
TW47.00
TW47.00
TOE46.00TOE46.20
TW47.60
TOE47.20
TW47.20 TW47.60
TW47.80
TW47.00
TOE46.00
TOE47.30
TW47.70
TW47.30
TW47.70
TW46.70
TOE46.70
TOE46.30
TOE46.30
TOE46.90
TOE46.80
TW47.90
TOE46.60
TW46.60
TOE46.20
TW46.00
TOE45.90
TW46.50
TOE46.80
TW47.20
TOE47.40
TW47.80
TW47.00
TOE46.40
TW46.20
TOE45.60
TW45.80
TOE45.20
TW44.90
TOE44.30
TW45.30
TOE44.30
TOE46.70
TW47.30
TOE45.80
TW46.40
TOE44.60
TW45.60
TW47.50
TOE46.70
TW48.40
TOE47.60
TW48.60
TOE48.00
TOE47.00
TW47.60
TOE46.20
TW46.80
TOE45.00
TW45.80
TOE43.80
TW44.60
TW48.40
TOE47.80
TW49.20
TOE48.60
TW48.60
TOE48.20
TW47.80
TOE47.20
TW47.00
TOE46.40
TW46.00
TOE45.60
TW45.40
TOE44.80
TOE47.20
TW48.00
TOE48.10
TW48.90
TOE48.20
TW48.80
TW47.80
TOE47.20
TW47.00
TOE46.40
TW46.00
TOE45.20
TW45.00
TOE44.40
TOP46.65
TOP46.65
TOE48.18
TOE44.20
TW44.20
TOP48.70
TOP48.60
TOP45.8
7
TOP43.4
0
TOE43.80
TOP43.80
TOP45.90
TOE45.00
TW45.60
TOE44.10
TW44.70
TOP43.74
TOP43.35
TOE42.00
TW43.00
TOP41.3
1
TOP41.3
1
TOP41.67
TW43.20
TOE42.20
TW43.20
TOE42.20
TOP41.53
TOP43.44
TW43.00
TOE42.00
TOP41.65
TOP41.70
TOE41.9
2
TOP45.28
TOP45.14
TOP45.05
TOE45.30
TOE45.60
TW45.70
TW46.30
TOE45.90
TOP46.50
TOE46.10
TW46.50
TOP46.68
TOP45.90
TOE44.75
TOE44.20
TW44.80
TOE44.00
TOE47.60
TW48.00
TOP47.20
TOP48.70
TOE48.16
TOP43.80
TOP43.4
0
TW44.95
TW44.95TOP45.28
TOP48.60
14
375�
300�
300�
300�
300�
225�
300�
300�
300�
300�
225�
225�300�
225�
225�
225�
1
2
9
3
4
5
6
7
8
10
11
12
13
14 15
16
17 18
19
20
21
TP133.93 T
P126.66
TP115.13
TP107.86
Ch88.27
APPROX LIMIT OF FILL
LIMIT OF FILLAPPROX
OF CUT
APPROX LI
MIT
OF C
UT
APPR
OX LIMIT
3.00m D & S E
2.50m S E
2.50m S E
2.50m S E
FUTURE STAGE 5B
RTP267.32
LTP263.03
LTP25
3.03
RTP24
7.30
RESISTANT SURFACE
COLOURED SKID
SPEED HUMP WITH
2.50m S E
LTP292.76
LTP316.36
R8.60
R8.60
FUTURE ROAD 1
CHEVRON D4-5 (TYPICAL)
AND 'NO ROAD' SIGN &
& ROW OF AG'S (TYPICAL)
PROVIDE CONC EDGE STRIP
E
AHD OF
BPD
15/
05/
20
17
Pl
otte
d:
I:\H8380\ENG\ST05A\E05A_R01_DET1.dgn
- -134
TT
PG
6 K
HIGHGROVE ESTATE
STAGE 5A
AS SHOWN MAR'17
CASEY
8380 5A
P210
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
15/
05/
20
17
Pl
otte
d:
I:\H8380\ENG\ST05A\E05A_R01_DET1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers