erve rva tio n d pco nse o se - villawood properties · 2018. 12. 5. · 0.75 3.50 3.50 3.50 4.70...
TRANSCRIPT
0.75 3.50 3.50 3.50
4.70 8.20
SCALE 1:500
PLAN
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
W100
E T
W100
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.
2. Where concrete works abut a sewer access chamber surround or similar structure,
SHOWN.
PLAN, PROVIDED FOR SETOUT PURPOSES, MATCHES THE TBM COORDINATES
1. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE DIGITAL
ATTENTION TO CONTRACTOR
1 in 4 (Max) 1 in 4
(Max)
EXISTING SURFACE
150
Min
300
Min
CUT-OFF DRAIN DETAILOUTLET
AT 1:200 MIN TO
INVERT TO BE GRADED
(Dimensions in millimetres)
2.00
(N.T.S.)
North
1
SERVICES OFFSETS AND LOCATIONS
Rd.RESERVEWATER
GAS Bk. of KERB JOINT TRENCHINGELECTRICITY
CABLES POLESDW NDW
NBN
NBN CABLES NBN PITSSTREET/LOT NAME
19.00 1.00 BOK
16.00 3.20 W 2.70 W 2.25 W 2.50 E 1.00 BOK 1.85 E 1.85 W 4.35 W
G DW NDW & E NBN 4.05 E
REALM VISTA 3.20 N 2.70 N 2.25 N 5.35 S 4.70 S 1.85 N 4.35 N 7.05 S
HEATHCOTE STREET
G DW NDW & E NBN
BRABOURNE STREET 16.00 3.20 W 2.70 W 2.25 W 2.50 E 1.00 BOK 1.85 E 1.85 W 4.35 W 4.05 E
G DW NDW & E NBN
16.00 AMBERFIELD STREET 3.20 S 2.70 S 2.25 S 2.50 N 1.00 BOK 1.85 N 1.85 S 4.35 S 4.05 N
G DW NDW & E NBN
FOR CONTINUATION REFER LEFT
FOR CONTINUATION REFER BOTTOM RIGHT
No.DESCRIPTION
SHT
SHEET INDEX
1
2
VER
8
9
10
11
4
5
6
7
3
12
B DETAIL PLAN,SHEET INDEX,SERVICES SCHEDULE & LOCALITY PLAN
CROSS SECTIONS - REALM VISTA
DRAINAGE LONGITUDINAL SECTIONS-1
PARKING AND SIGNAGE & LINEMARKING PLAN
CROSS SECTIONS - AMBERFIELD STREET
CROSS SECTIONS - HEATHCOTE STREET
DRAINAGE LONGITUDINAL SECTIONS-2 & PIT SCHEDULE
LOCALITY PLAN
WORKSAREA OF
NTS
SINGLE DOUBLE
DRIVEWAY PLAN
NOT TO SCALE
LOT BOUNDARY LOT BOUNDARY
FOOTPATH FOOTPATH
B
B 05-12-17 BOLLARD & CABLE DETAILS ADDED
TYPICAL CROSS SECTIONS,PAVEMENT DETAILS & NOTES
INTERSECTION DETAILS
LONGITUDINAL SECTION - REALM VISTA & AMBERFIELD STREET
LONGITUDINAL SECTION - BRABOURNE STREET & HEATHCOTE STREET
CROSS SECTIONS - BRABOURNE STREET
B
A
A
A
A
A
A
A
A
A
A
50m
BUFFER
INTO
PROPOSED CONSERVATIO
N RES
ERVE
252.33
252.30
BL252.39
BL252.37
3.00 m D & S E
3.00
m D
& S E
3.00 m S E
252.65252.65
253.72
TOP2
52.8
2
252.
68
BL25
2.73
252.29
BL252.37
252.32
252.34
BL252.41
BL252.72
252.63
253.35
253.57
TOP253.95
BL253.45
253.62
BL253.36
TOP253.86
252.68
BL252.74
BL253.37
253.34
252.52
BL252.64
TOP252.79
252.55
BL252.58
TOP252.82
252.60
BL252.64
TOP252.85
BL252.49
252.34
TOP252.69BL252.58252.65
TOP252.75
BL252.65
252.62
TOP252.82
BL252.72
252.67
252.84
BL253.09
BL253.00
252.83
252.86
BL252.91
252.84BL253.08
252.95BL253.15
252.94BL252.98
252.98BL253.04
252.98BL253.21
253.02BL253.26
253.04BL253.09
253.07BL253.33
253.07BL253.16
253.16BL253.40
253.16BL253.23
253.23BL253.50
253.29BL253.31
253.28BL253.51
253.38BL253.43
253.33BL253.54
BL253.7
3
253.40
253.40
BL253.46
BL253.60
253.45
BL253.75
253.42
TOP253.
78
BL253.2
7
253.60
253.65
BL253.43
253.40
253.64
253.10
TOP252.88
TOP252.83
BL253.39
BL253.37
BL252.38
1.20
1.00
2.40
2.40
1.200.59
4.68
2.40
2.40
2.40
2.40
4.16
7.24
2.40
0.35
1.20
1.20
7.24
0.16
1.60
0.16
8.60
5.81
5.505.50
5.50
5.50
1.00
6.00
1.30
1.30
1.30
1.30
1.30
1.30
1.30
1.30
70.93
R115 A72.16
52.7
8
5.49
4.08
4.24
4.24
29
14
28
28
1414
14
14
13
16
16
32
14
14
16
14
16
16
16
16
35.67
16.05
18
32
16
16
15.35
18.30
32
32
14
32
12.50
14
14
12.50
14
32
14
16
13
14
14
14
16
14
14
32
16
32
14
16
32
14
18.30
13.05
34.55
16
32
32.79
16.03
33.31
16
12.50
16
32.04
16
32.05
32.05
14
14
32
14
936
2.50 m S E
2.50
m S E
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
CUT
OFF
DR
AI
N
R10.5
CIRCLE @ 1:200
GRADE TURNING
PROVIDE 200mm COMPACTED
TURNING AREA
DEPTH FCR TEMPORARY
R10.5
"NO ROAD" SIGN
AMBERFIELD STREET
HE
AT
HC
OT
E S
TR
EE
T
BR
AB
OU
RN
E S
TR
EE
T
FILL EXISTING CUTOFF DRAIN WITH COUNCIL'S APPROVED MATERIAL
STAGE 8EXISTING
STAGE 10FUTURE
2.00 m S E
2.00
m S E
252.6
252.6
252.6
252.6
252.8
252.8
252.8
252.8
252.8
252.8
252.8
252.8
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.0
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.2
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.4
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.6
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
253.8
254.0
254.0
254.0
254.0
254.0
254.0
254.0
254.0
254.0
254.0
254.0
254.0
25
4.0
254.2
254.2
254.2
254.2
254.4
253.01
253.07
253.18
253.25
253.34
253.45
253.48
253.98
253.77
254.
21
BL253.25
BL253.16
BL253.24
BL253.31
BL253.24
BL253.32
BL253.63
BL253.29
TOP253.56
TOP253.64
TOP253.71
TOP253.64
TOP253.72
FILL EXISTING CUTOFF DRAIN WITH COUNCIL'S APPROVED MATERIAL
H
TOP254.43
BL254.20
254.12
254.07
BL253.99
TOP254.29BL254.03254.13
TOP254.35
BL254.12
254.11
TOP254.10
BL254.04
254.05
TOP254.27BL253.92254.06
4.40
TOP254.20
254.11
BL253.87
5.94 A10.08
254.01
BL253.78
TOP254.11
35.69
34.98
921922
920
R96
A24.78
254.15
BL253.65
TOP253.98 A22
.86
TOP253.
84
BL253.5
1
253.70
253.71
BL253.61
TOP253.86
4.22
31.90
32.93
BL253.78
253.79
16.0
9
BL253.57
253.64
14.08
BL253.47
253.62
BL253.80
253.78
22.51
BL253.40
253.5432
BL253.32
253.42
BL253.68
253.55
253.70BL253.73
BL253.32
253.29
253.39BL253.25
BL253.58
253.38
253.50BL253.66
BL253.39253.23
252.75BL252.96
TOP253.04
BL252.96
252.79
252.86BL253.04
TOP253.10
252.91BL253.11
252.99BL253.18
14
253.03BL253.17
931
253.15BL253.18
253.21BL253.25
925
924
926
928
927
929
930
932
933
934
935
911
912
913
914
915
916
917
918
919
910
909
908
907
906
905
904
903
901902
945
946
947
948
949
950
951
952
954
953
923
30.56
TOP254.10
BL253.90
253.92
BL253.98
253.88
BL253.88
253.90
3.00 m D & S E
3.00 m D & S E
BL253.90
253.91
BL253.85253.77
BL253.76253.76
253.61
BL253.70
BL253.69253.54
BL253.64253.50
3.00
m D
& S E
14
BL253.58253.37
BL253.50253.33
BL253.41253.28
253.24BL253.39
TOP253.61
BL253.31
253.3814
TOP253.62BL253.42253.43
TOP253.74BL253.54253.53
TOP253.83
12.50
14
253.59
14
TOP253.90BL253.70253.62
TOP253.95BL253.75253.70
14
14
TOP253.89BL253.69253.80
TOP253.95BL253.75253.83
TOP254.02BL253.82253.87
15.51
254.09
BL253.85
2.00 m D E
253.94
BL254.00
254.15
16.54
16.54
H
32.01
BL253.77253.96
14
BL253.70253.86
BL253.68253.84
BL253.71253.69
16
32.03
16
253.96
12.50
254.02
32.02
32.02
254.00
14
253.91
12.50
253.85
253.81
14
253.76
BL253.67
253.70
14
32.06 253.50BL253.33
BL253.44253.55
BL253.55253.59
BL253.63253.68
12.50
15.51
14
12.50
32
32
32
32
32
32
BL253.11
252.90
BL253.18253.02
253.04
BL253.25
BL253.34253.12
14
16
14
16
32
32
32
32
32
32
32
32
14
14
16
14
14
TOP253.89
BL253.50
253.67
1.90 17
.30
BL253.83
253.57
27.38
BL253.58
TOP254.02
253.69
4.24
TOP254.
07
253.68BL253.4
0 15.2
9
253.64
BL253.47
TOP254.06
TOP253.95
BL253.45
253.62
BL253.75
253.42
18
37.5
4
253.40
BL253.73
32
253.42BL253.59
32
32
32BL253.52
253.30
BL253.46
253.23
14
BL253.41
253.17
16
BL253.32
253.05
32
32
BL253.08
252.85
252.95BL253.17
14
32
TOP253.56BL253.16253.00
14
TOP253.56
BL253.17
252.92
BL253.08TOP253.28
252.88
BL253.19
252.80
2.50 m S E16
25
944
H
TOP253.16
BL252.94
252.79
252.74BL252.84TOP252.95
252.71
BL252.79
TOP252.89
252.67
BL252.72
TOP252.82
28
943
28
TOP252.92
BL252.79
252.59
TOP252.96
BL252.86
252.64
BL252.93
252.65
BL252.70
252.44
28
28
BL252.63
252.46
14
252.42
BL252.56
14
BL252.99
252.66
BL253.05
252.75
12.50
BL253.11
252.82
28
28
937 938
12.5012.50
BL252.76
282
8
942941
940939
BL253.18
252.88CIRCLE @ 1:200
GRADE TURNING
PROVIDE 200mm COMPACTED
TURNING AREA
DEPTH FCR TEMPORARY
AND SILT FENCE
PROVIDE ROCK BEACHING BL253.20
252.98
TO BE REMOVEDPOST & WIRE FENCE
CONSERVATION OPEN SPACE
REALM VISTA
R8.60
R8.6
0
R8.60
R8.60
R8.60
R8.60
R107.35
R100.95
R18.20
R11.80
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
K&C - HB2
STAGE 14ANNADALE PROPOSED
"NO
ROAD"
SIGN
R10.5
R10.5
10.86
SUBSTATION
6.20
6.20
3.00
m D
& S E
WITH EXISTING CONSTRUCTIONSTRIP AND MATCH NEW WORK NEATLYREMOVE EXISTING CONCRETE EDGE
WITH EXISTING CONSTRUCTIONSTRIP AND MATCH NEW WORK NEATLYREMOVE EXISTING CONCRETE EDGE
9
31
5
8
43
7
6
2
1
15
1417
16
13
1211
10
18
26
19
20
21
22
23
24
25
27
30
32
29
Star Picket
E 314831.04N 5842936.06RL252.50AHD
Star Picket
Star Picket
Star Picket
RL253.96AHD
E 314846.71N 5842681.72
E 314702.05N 5842672.60RL254.09AHD
E 314733.15
RL253.24AHDN 5842869.44
5842865.184 N314711.304 EEnd of pipe
CH24.16
CH38.16
CH52.16
CH66.16
CH82.16
CH96.16
CH110.16
CH126.16
CH140.16
CH156.16
CH16
9.65
CH18
3.65
CH19
6.15
CH208.65
CH221.15
CH235.15
CH310.89
CH324.89
CH338.89
CH351.39
CH367.39
CH383.39
CH395.89
CH409.89
RTP11.80LTP11.81
CH414.40
CH400.40
CH387.90
CH373.90
CH359.90
CH345.90
CH333.40
CH319.40
CH305.40
CH142.16
CH126.16
CH110.16
CH96.16
CH80.16
CH66.16
CH52.16
CH36.16
CH15
4.09
CH218.09
CH15
5.65
CH14
1.65
RTP1177.11
RTP1153.51
TP1132.82
RTP10
71.0
4TP10
67.47
RTP10
47.04
CH10
32.70
CH10
14.70
TP458.28
CH426.43
CH181.83
CH429.91
TP185.95
TP177.70
CH177.96
CH170.16
CH12
05.24
CH1189.21
CH1138.77
CH1121.88
CH10
95.00
STAGE 8EXISTING
RTP2
10.62
LTP2
10.67
LTP16
6.14
LTP18
9.74
H
28
TOP253.10
TOP253.33
TOP253.40
TOP253.48
TOP253.55
TOP253.65
ROW OF AG's PROTECTION STRIP ANDPROVIDE CONCRETE EDGE
ROW OF AG's
PROTECTION STRIP AND
PROVIDE CONCRETE EDGE
TOP2
52.8
2
BL25
2.73
252.
68
252.63
BL252.72
TOP252.88
252.34
BL252.49
NEATLY WITH PROPOSED CONSTRUCTION'NO RAD' SIGN AND MATCH NEW WORKREMOVE EXISTING CONCRETE EDGE STRIP,
252.84
BL253.09
SPECIFIELD AS AS PER NOTE 55, SHEET 2FILL TO PROPOSED FINISHED LEVELS ASREMOVE EXISTING DAM PROVIDE LEVEL 1
PROVIDE 4m WIDE HEAVY DUTY CROSSOVER
PROVIDE ACCESS GATE
AT PIPE ENDPROVIDE ROCK BEACHING
GREATER THAN 1m DEEPWHERE OPEN DRAIN IS PROVIDE SAFETY FENCING EXISTING SURFACE. DRAIN GRADE 1 IN 500 TOCONSTRUCT TEMPORARY OPEN
(SHEET 2)AS PER DETAIL BOLLARDS & CABLE
E
AHD
-
OF
-
BPD
05-
Dec-
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R01_DET.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
05-
Dec-
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R01_DET.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
252.64
252.32
252.48
252.50
252.42
BL252.48
BL252.56BL252.72
BL252.79BL252.95
252.57
BL252.86
252.46
BL252.63
TOP2
52.8
2
BL252.72
252.63
BL252.49
252.34
TOP252.88
2.40
8.60
5.81
5.50
4.24
4.24
14
28
12.50
28
1414
14
14
936
AMBERFIELD STREET
252.6
252.6
252.6
252.6
252.8
252.8
252.8
252.8
252.8
252.8
252.8
253.0
253.0
253.0
253.0
252.50
252.75
TOP252.92
BL252.79
252.59
TOP252.96
BL252.86
252.64
BL252.93
252.65
BL252.70
252.44
28
28
BL252.63
252.46
14
252.42
BL252.56
14
BL252.99
252.66
BL253.05
252.75
12.50
BL253.11
252.82
BL252.89
252.60
28
28
937 938
12.5012.50
12.50
BL252.7612.50
BL252.82
252.53
14
282
8
942941
940939
BL252.96
252.65
BL253.18
252.88CIRCLE @ 1:200
GRADE TURNING
PROVIDE 200mm COMPACTED
TURNING AREA
DEPTH FCR TEMPORARY
252.98
STAGE 7EXISTING
R8.60
R8.6
0
K&C - HB2
K&C - HB2
"NO
ROAD"
SIGN
R10.5
R10.5
10.866.20
WITH EXISTING CONSTRUCTIONSTRIP AND MATCH NEW WORK NEATLYREMOVE EXISTING CONCRETE EDGE9
1211
10
18
26
19
Star Picket
E 314831.04N 5842936.06RL252.50AHD
CH16
9.65
CH18
3.65
CH19
6.15
CH208.65
CH221.15
CH235.15
RTP11.80LTP11.81
CH15
5.65
CH14
1.65
LTP16
6.14
LTP18
9.74
ROW OF AG's PROTECTION STRIP ANDPROVIDE CONCRETE EDGE
TOP2
52.8
2
252.63
BL252.72
TOP252.88
252.34
BL252.49
1.85 (NBN CONDUIT)1.85 NBN PIT
16.00
2.50 (ELECTRICAL)
2.70 RECYCLED WATER
3.20 POTABLE WATER
2.25 GAS
7.604.05 4.35
1.50 0.052.800.606.400.602.501.500.05
7.30
600
300
200
35
0
150
300
5.00 (NBN CONDUIT) 1.85 NBN PIT
5.65 (ELECTRICAL)
2.70 RECYCLED WATER
3.20 POTABLE WATER
2.25 GAS
19.00
2.553.001.50
1.50 3.00 3.00 1.50
2 B
B 5/12/17 BOLLARD & CABLE DETAIL ADDED
NOTES
1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH MPA AND HUME CITY COUNCIL STANDARD
DRAWINGS, SPECIFICATIONS, APPROVED PLANS AND TO THE SATISFACTION OF THE CHIEF
EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
2. COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR WORKING DAYS PRIOR TO THE COMMENCEMENT OF
WORKS WITH A PRECOMMENCEMENT MEETING BEING HELD BETWEEN HUME CITY COUNCIL, THE
DEVELOPER'S CONSULTANT AND THE CONTRACTOR BEFORE WORKS COMMENCE. A SITE MANAGEMENT
PLAN IS TO BE SUBMITTED PRIOR TO COMMENCEMENT OF WORKS AND PRIOR TO AN ONSITE
PRECOMMENCEMENT MEETING.
3. PRIOR TO COMMENCEMENT OF THE WORKS, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING
INFORMATION:
a) SOURCE OF QUARRY MATERIAL
b) N.A.T.A. APPROVED TEST RESULTS FOR THE F.C.R. THAT IS TO BE USED
c) IF THE SOURCE OF THE QUARRY MATERIAL IS CHANGED DURING THE COURSE OF
THE WORKS, THEN NEW TEST RESULTS SHALL BE PROVIDED.
4. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT
ALL MATTERS RELATING TO THE OCCUPATIONAL HEALTH AND SAFETY ACT 2004 AND
OHS REGULATIONS 2007 HAVE BEEN AND WILL BE COMPLIED WITH.
5. PRIOR TO COMMENCEMENT OF WORKS, THE CONTRACTOR MUST SUBMIT A SMP TO THE
DEVELOPER'S CONSULTANT FOR APPROVAL. THE CONTRACTOR MUST COMPLY WITH THE
RECOMMENDATIONS OF THE ENVIRONMENT PROTECTION AUTHORITY PUBLICATION No.275
"CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL" AND MW SITE
ENVIRONMENTAL MANAGEMENT POLICY 3.8.2. APPROPRIATE SILTATION CONTROL IS TO BE
MAINTAINED THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIOD OF THE WORKS.
6. THE DISPOSAL SITE FOR SPOIL REMOVAL FROM SITE AND TRUCK ROUTE IS TO BE SUBMITTED
TO AND APPROVED BY THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE IN
WRITING PRIOR TO THE COMMENCEMENT OF ANY WORKS.
7. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES ARE TO BE
LOCATED AND EXPOSED/PROVED PRIOR TO COMMENCEMENT OF WORKS, AND THE RELEVANT
AUTHORITIES NOTIFIED SEVEN (7) CLEAR DAYS PRIOR TO THE COMMENCEMENT OF THE WORKS.
8. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
9. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).
10. ALL CO-ORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA).
11. THE CONTRACTOR MUST ARRANGE THE REQUISITE INSPECTIONS OF THE WORKS WITH THE CHIEF
EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE AS PER THE HOLD POINTS IN THE MPA
MANUAL AND HUME CITY COUNCIL SPECIFICATIONS.
12. FILL AREAS TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL
FILL LEVELS AS SHOWN ON PLAN. FILLING IS TO BE CLEAN CLAY COMPACTED TO A DENSITY
NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE STANDARD
COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.1.1-2003.
13. FILLING TO COMPLY WITH A.S.3798-2007, LEVEL 1 UNLESS SPECIFIED OTHERWISE.
14. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL IMPORTED FILL MATERIAL,
INCLUDING TOPSOIL, SATISFIES THE DESCRIPTION FOR CLEAN FILL MATERIAL IN EPA
BULLETIN PUBLICATION NO 448 (SEPT '95) AND SUBSEQUENT REVISIONS. THE CONTRACTOR
SHALL IF REQUIRED PROVIDE VERIFICATION INCLUDING TEST CERTIFICATES TO THE CHIEF
EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
15. WHERE, AS A CONDITION OF THE PLANNING PERMIT OR AS A RESULT OF THE PRE-CONSTRUCTION
MEETING, FENCING OF AREAS CONTAINING TREES, NATIVE GRASSES AND SHRUBS IS REQUIRED,
A THREE STRAND STAR PICKET AND WIRE FENCE SHALL BE CONSTRUCTED.
16. NO TREE OR NATIVE VEGETATION IS TO BE DISTURBED OR REMOVED WITHOUT PRIOR APPROVAL
FROM COUNCIL'S SUSTAINABLE ENVIRONMENT DEPARTMENT. ANY TREES REMOVED, VEGETATION
OR OTHER MATERIALS ARE NOT TO BE BURNT ON SITE.
17. BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF 1.5M DEEP, NOTICE OF SUCH PROPOSAL
IS TO BE FORWARDED BY THE CONTRACTOR TO WORKSAFE VICTORIA.
18. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT FOR ANY STRUCTURES/FENCES AND FOR ANY
RETAINING WALLS OVER 1.0M IN HEIGHT.
19. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE RESPONSIBILITY
OF THE DEVELOPER OR HIS REPRESENTATIVE AND IS TO BE REINSTATED TO THE SATISFACTION
OF THE CHIEF EXECUTIVE OFFICER OR HIS REPRESENTATIVE.
21. FOOTPATHS ARE TO BE 50mm OFFSET FROM TITLE BOUNDARIES UNLESS NOTED OTHERWISE.
VEHICLE CROSSING ALIGNMENTS ARE GENERALLY TO BE PARALLEL TO THE SIDE BOUNDARY.
22. ALL NEW CONCRETE WORKS SHALL BE JOINED INTO ABUTTING EXISTING CONCRETE WITH 450mm
LONG Y20 DOWEL BARS @ 600 CENTRES, UNLESS OTHERWISE SPECIFIED.
23. ANY EXPOSED AGGREGATE CONCRETE WORKS TO BE ACHIEVED BY SAND-BLASTING ONLY. WASHING
AGGREGATE OFF WITH WATER IS NOT PERMITTED.
24. SERVICE CONDUITS TRENCHES UNDER DRIVEWAYS AND FOOTPATHS ARE TO BE 50MM P.V.C. LAYED
450mm DEEP AND EXTENDING 250mm EACH SIDE OF DRIVEWAYS/FOOTPATHS.
ALL SERVICE CONDUITS TRENCHES UNDER ROAD PAVEMENTS ARE TO BE BACKFILLED WITH
20mm 3% CEMENT TREATED CLASS 3 CRUSHED ROCK COMPACTED TO A DENSITY NOT LESS
THAN 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION
TEST IN ACCORDANCE WITH A.S.1289.5.2.1-2003. ALL SERVICE CONDUITS TRENCHES UNDER
FOOTPATH, VEHICULAR CROSSINGS, PARKING BAYS AND WITHIN 750MM OF PARKING BAYS TO
BE BACKFILLED WITH CLASS 3 CRUSHED ROCK.
25. ALL STORMWATER DRAINS TO BE CLASS 2 R.C. OR RIGID F.R.C. PIPES WITH ADCOL FLEXIBLE
COLLARS UNLESS NOTED OTHERWISE. ALL PIPES UP TO & INCLUDING 750mm DIA. ARE TO BE
RUBBER RING JOINTED. INTERLOCKING/FLUSH JOINTS WITH EXTERNAL BANDS CAN ONLY BE USED
ON PIPE SIZES OVER 750mm DIA.
26. WHERE NEW ASPHALT, CONCRETE K & C, PATHS AND DRIVEWAYS MATCH INTO EXISTING, THE
EXISTING SURFACE IS TO BE SAW CUT AND MATCHED NEATLY.
27. ALL REDUNDANT ASSETS ARE TO BE REMOVED AND DISPOSED OFF SITE.
28. ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN OR DIRECTED BY THE
CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
29. AT THE COMPLETION OF ALL WORKS, ALL RUBBISH, DEBRIS AND SURPLUS SPOIL SHALL BE
REMOVED AND THE SITE SHALL BE CLEARED TO THE SATISFACTION OF THE CHIEF EXECUTIVE
OFFICER AND/OR THEIR REPRESENTATIVE.
30. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT SUBGRADE
LEVEL WITH 20mm CLASS 3 F.C.R. COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY VALUE
DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.2.1-2003.
ALL DRAINS, SEWERS, GAS & WATER MAINS LAID THROUGH THE ROAD PAVEMENT (EXCEPT
CONDUITS) ARE TO BE BACKFILLED WITH 20mm CLASS 2 F.C.R. COMPACTED TO 98% OF THE
MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE
WITH A.S.1289.5.2.1-2003.
31. PAVEMENT DEPTH SPECIFIED IS A MINIMUM DEPTH AND MAY BE VARIED BY THE CHIEF
EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE. SOFT SPOTS SHALL BE EXCAVATED TO
A PROOF ROLLED BASE AND BACKFILLED WITH APPROVED MATERIAL COMPACTED IN 150mm
LAYERS TO ACHIEVE TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY VALUE
DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.1.1-2003.
32. ALL EXISTING ASSETS AFFECTED BY THE WORKS (SIGNS, VEHICLE CROSSINGS, FOOTPATHS,
KERB AND LINEMARKING) SHALL BE REINSTATED BY THE CONTRACTOR PRIOR TO THE
COMPLETION OF THE WORKS TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR
THEIR REPRESENTATIVE.
33. ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE WITH "IDENTIFICATION OF STREET
HYDRANTS FOR FIREFIGHTING PURPOSES" PUBLICATION (DEVELOPED BY C.F.A., M.F.E.S.B.
& N.R.E.). MARKINGS TO BE VIA BLUE PAVEMENT MARKER AND A (RED TOPPED) WHITE POST.
34. AGRICULTURAL DRAINS ARE TO BE PLACED BEHIND ALL KERB AND CHANNEL, KERB ONLY AND
EDGE STRIPS IN ACCORDANCE WITH COUNCIL STANDARD DRAWING SD282.
35. ALL TABLE DRAINS AND VERGES ARE TO BE REINSTATED UPON COMPLETION OF WORKS TO THE
SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
36. ALL TRAFFIC CONTROL MEASURES, SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH
A.S.1742 - 1, 2 & 3. STREET NAME SIGNS ARE TO BE IN ACCORDANCE WITH STANDARD
DRAWING SD408 AND TO BE MOUNTED ON STREET LIGHT POLES WHERE POSSIBLE.
37. ALL LINEMARKING PAINT SHALL BE LONG LIFE TYPE IN ACCORDANCE WITH SECTION 95C OF
THE HUME CITY COUNCIL SPECIFICATIONS. LATERAL WORKS AND ARROWS BEING COLD APPLIED
PLASTIC TROWELLED INTO PLACE (MATERIAL DEGADUR PLASTELINE) AND LONGITUDINAL LINES
BEING EXTRUDED THERMOPLASTIC MATERIAL.
38. ALL SIGNS TO BE CLASS 1 HIGH INTENSITY TYPE AND TO COMPLY WITH THE REQUIREMENTS
OF A.S.1743-2001.
39. HOUSE DRAIN CONNECTIONS TO 150mm DIAMETER PIPES TO BE VIA A MANUFACTURED
JUNCTION PIECE. 150mm DIAMETER STORMWATER PIPES ARE TO BE HEAVY DUTY SEWER GRADE.
PVC PIPES SHALL BE BACKFILLED WITH 10mm MINUS F.C.R. TO 150mm ABOVE TOP OF PIPE
IN ALL LOCATIONS.
40. LOTS DENOTED THUS 36H ARE TO BE PROVIDED WITH A 100mm HOUSE DRAIN CONNECTION
TO BE LAID AT AN OFFSET OF 6.0M FROM THE LOW SIDE TITLE BOUNDARY AND PROPERTY
INLETS 1.0M FROM THE LOW CORNER OF THE LOT UNLESS OTHERWISE SHOWN.
41. DRAINAGE AND PITS TO BE SET OUT FROM OFFSETS SHOWN RATHER THAN FROM CENTRELINE
PIPE CHAINAGES. CENTRELINE OF PITS AT KERB T.P.'s TO BE 1.20m OFF T.P.
42. BATTERS SHALL BE IN 1 IN 5 FOR FILL AND 1 IN 3 FOR CUT UNLESS OTHERWISE SHOWN.
43. LOTS TO BE GRADED AND LEFT CLEAN TO THE SATISFACTION OF THE ENGINEER.
ALL LOTS TO BE 1 IN 150 MINIMUM SLOPE.
44. THE WATER CONDUIT OFFSET FROM THE LOT BOUNDARY IS GIVEN ON THE WATER RETICULATION
PLAN. THE CONTRACTOR MUST CONSTRUCT CONDUITS TO ACCORD WITH THE GIVEN OFFSET AND
ENSURE THAT THE CONCRETER MARKS THE KERB AND FOOTPATH EXACTLY ABOVE THE CONDUIT.
45. TELSTRA/NBN Co TO BE NOTIFIED SEVEN (7) DAYS PRIOR TO CONCRETE WORKS BEING PLACED.
46. LOCATION OF GAS, WATER AND TELSTRA/NBN Co CONDUITS ARE TO BE APPROPRIATELY MARKED ON
THE FACE OF THE KERB AND CHANNEL WITH G, W, T AND O RESPECTIVELY. ALL CONDUIT ENDS
SHALL BE SECURELY PLUGGED. TELSTRA/NBN Co, GAS & WATER CONDUITS TO BE 50mm CLASS 12 UPVC.
OTHERWISE SHOWN.
48. ALL DRIVEWAY RAMPS INTO PROPERTIES ARE TO BE CUT IN AT A MAXIMUM GRADE OF
1 IN 4 TO THE SATISFACTION OF THE ENGINEER.
49. CONTRACTOR SHALL ERECT AND MAINTAIN ALL NECESSARY SHORING, PLANKING, STRUTTING
AND DEWATERING DEVICES, BARRICADES, SIGNS, LIGHTS, ETC. NECESSARY TO KEEP THE
WORKS IN A SAFE AND STABLE CONDITION AND PROTECT THE PUBLIC FROM THE WORKS.
50. ALL CONCRETE TO BE 25MPa UNLESS OTHERWISE SPECIFIED.
51. THE CONTRACTOR MUST COMPLETE A LEVEL CHECK BETWEEN ALL TBM'S TO VERIFY
LEVEL VALUES BEFORE COMMENCEMENT OF WORKS. ALL TBM,s AND CONTROL POINTS
ARE TO BE MAINTAINED AND PROTECTED AT ALL TIMES DURING CONSTRUCTION.
SHOULD ANY MARKS BE DISTURBED, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE
DEVELOPER'S CONSULTANT TO ARRANGE RE-INSTATEMENT AT THE CONTRACTORS EXPENSE.
52. KERB TYPE TO BE USED AS SHOWN.
53. STANDARD FOOTPATH AS PER VPA EDCM 401.
54. PROVIDE 1.8m HIGH PALING FENCE ALONG ANY COMMON BOUNDARY BETWEEN A LOT AND
MUNICIPAL RESERVE. PALINGS TO BE ON THE RESERVE SIDE AND STAINED IN A DARK
GREEN COLOUR ON THE SIDE FACING THE RESERVE TO THE SATISFACTION OF COUNCIL.
47. ALL DRIVEWAYS ARE TO BE CONSTRUCTED AS PER VPA EDCM 501 AND EDCM 502 UNLESS
DRAINAGE PIT
DRAINAGE PIT
TITLE
TITLE
NTS
HB2
HB2
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
SUBGRADE
C.B.R > 2.5%) WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT.
SILTY CLAY COMPACTED TO AT LEAST 100% STD DRY DENSITY RATIO (SOAKED
PAVEMENT TO CONSIST OF:
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
KERB TYPE AS SPECIFIED
MI
N
TENDER SUBMISSION.ADDITIONAL COSTS WILL NOT BE CONSIDERED POST TENDER.SUBMITTED TO THE CONSULTANT AND COUNCIL FOR APPROVAL PRIOR TONOTE:THE MATERIAL TO BE USED AS "SELECTED GRANULAR MATERIAL" IS TO BE
DRAINAGE PIT
DRAINAGE PIT
TITLE
TITLE
HB2
HB2
NTS
0.60 6.40 0.60 2.80 1.50 0.05
100mm TOPSOIL DRESSING AS SPECIFIED
REALM VISTA
AMBERFIELD STREET, BRABOURNE STREET, HEATHCOTE STREET
DEPTH (585mm)
a) i 30mm COMPACTED DEPTH SIZE 10 TYPE N ASPHALT WITH C170 BINDER
ii 30mm COMPACTED DEPTH SIZE 10 TYPE N ASPHALT WITH C170 BINDER
d) 125mm COMPACTED DEPTH 20mm NOMINAL SIZE CLASS 2 FCR
e) 100mm COMPACTED DEPTH 20mm NOMINAL SIZE CLASS 3 FCR.
SOAKED CBR OF 10% COMPACTED TO 98% SDDR.
g) 150mm COMPACTED DEPTH SELECT GRANULAR MATERIAL WITH MINIMUM
f) 140mm COMPACTED DEPTH 20mm NOMINAL SIZE CLASS 4 FCR.
b) 10mm SAMI SEAL
c) PRIME
AMBERFIELD STREET, BRABOURNE STREET,
HEATHCOTE STREET & REALM VISTANTS
55. EXISTING DAM OR WATERCOURSE TO BE EXCAVATED TO A FIRM BASE AND BACKFILLED
CARRIED OUT TO THE SATISFACTION OF THE COUNCIL SUPERVISING ENGINEER.
AS SPECIFIED. DEVELOPER'S CONSULTANT TO BE NOTIFIED WHEN THE DAM/WATERCOURSE
ARE EXCAVATED TO A FIRM BASE. NO FILLING IS TO BE PLACED PRIOR TO
DAM/WATERCOURSES BEING INSPECTED AND LEVELS TAKEN. BACKFILLING IS TO BE
Max 1 in 3
Max 1 in 5
20. PRIOR TO STATEMENT OF COMPLIANCE ALL DISTURBED AREAS (INCLUDING NATURE STRIPS,
REINSTATED TO A CLEAN, TIDY CONDITION, TOP DRESSED (100mm LOAMY TOP SOIL FREE OF
BATTERS, ALLOTMENTS WITH GRADES OF 1:5 AND GREATER, AND RESERVES) ARE TO BE
RUBBISH, DEBRIS, CLUMPS, SODS AND CLAY LUMPS), LIGHTLY COMPACTED AND HYDRO MULCHED
WITH A SEED MIX OF 40KG/HA KIKUYU, 200KG/HA TURF TYPE PERENNIAL RYE, 100KG/HA
CREEPING RED FESCUE AND 1,500KG/HA OF CELLULOSE FIBRE AND A SOIL BINDER, SPECIFICALLY
MANUFACTURED FOR HYDROMULCHING, USED AT MANUFACTURERS RECOMMENDED RATES.(E.G. ORGANIC
GAUR TACKIFIERS @ 20-30KG/HA, BASED UPON SITE CONDITIONS). PLEASE NOTE BITUMEN BINDERS
ARE NOT ACCEPTED BY COUNCIL.
GRASS IS TO BE ESTABLISHED PRIOR TO THE END OF THE MAINTENANCE PERIOD, UNLESS
OTHERWISE AGREED IN WRITING.
BOLLARD & CABLE DETAILNTS
BOLLARDS
COMPOSITE TIMBER
SOLID RECYCLED OR
12mm STEEL CABLE
E
AHD
-
OF
-
BPD
05-
Dec-
17
Pl
otte
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I:\H8711\ENG\ST09\E9_R02_NOTE.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
05-
Dec-
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R02_NOTE.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
3
North
-0.50 % 0.50 % -0.50 % 0.50 %
-5.010
252.732
0.000
252.707
A1
6.337
252.738
13.509
252.702
A2
18.509
252.727
CHAINAGE
DESIGN LIP
DATUM 252
LIP LINE A
0.50 % 0.90 % 0.50 %
-5.010
252.559
0.000
252.585
B1
13.509
252.707
B2
18.519
252.732
CHAINAGE
DESIGN LIP
DATUM 252
LIP LINE B
-0.50 % 0.50 % 0.90 % 0.70 %
-5.010
253.283
0.000
253.258
C1
4.4
22
253.280
13.804
253.364
C2
18.814
253.399
CHAINAGE
DESIGN LIP
DATUM 252
LIP LINE C
-0.70 % -1.50 % -2.37 % -0.50 % 0.50 %
5m V.C.
-5.000
253.399
0.000
253.364
D1
2.600
253.325
7.214
253.216
9.714
253.168
12.214
253.144
13.509
253.138
D2
18.509
253.163
CHAINAGE
DESIGN LIP
DATUM 252
LIP LINE D
-0.50 % 0.50 % -0.50 % -0.50 %
-5.010
253.814
0.000
253.789
E1
2.545
253.801
14.175
253.743
E2
19.185
253.718
CHAINAGE
DESIGN LIP
DATUM 253
LIP LINE E
0.50 % 0.50 % -0.50 %
-5.010
253.645
0.000
253.670
F1
13.509
253.738
F2
14.672
253.743
F3
19.682
253.718
CHAINAGE
DESIGN LIP
DATUM 253
LIP LINE F
A 1 2 -90.000 -8.600 13.509 2.519 1.864 2.790 3.291 3.377 252.736
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
A 5 314793.599 5842914.003 252.719
A 4 314796.140 5842911.810 252.736
A 3 314797.648 5842908.813 252.724
A 2 314790.413 5842915.056 252.702
A 1 314797.894 5842905.466 252.707
Point no Easting Northing RL
Alignment A
B 1 2 -90.000 -8.600 13.509 2.519 1.864 2.790 3.291 3.377 252.646
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
B 5 314805.298 5842907.860 252.676
B 4 314807.490 5842910.401 252.646
B 3 314810.488 5842911.909 252.615
B 2 314804.245 5842904.674 252.707
B 1 314813.834 5842912.155 252.585
Point no Easting Northing RL
Alignment B
C 1 2 -91.966 -8.600 13.804 2.624 1.941 2.825 3.359 3.451 253.302
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
C 5 314790.039 5842705.256 253.333
C 4 314789.443 5842701.881 253.302
C 3 314787.575 5842699.006 253.275
C 2 314789.269 5842708.597 253.364
C 1 314784.734 5842697.089 253.258
Point no Easting Northing RL
Alignment C
D 1 2 -90.000 -8.600 13.509 2.519 1.864 2.790 3.291 3.377 253.227
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
D 5 314803.240 5842706.166 253.163
D 4 314799.929 5842706.707 253.227
D 3 314797.076 5842708.474 253.307
D 2 314806.507 5842706.933 253.138
D 1 314795.117 5842711.198 253.364
Point no Easting Northing RL
Alignment D
E 1 2 -94.441 -8.600 14.175 2.759 2.039 2.868 3.444 3.544 253.779
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
E 5 314691.710 5842704.281 253.761
E 4 314689.335 5842701.685 253.779
E 3 314686.118 5842700.258 253.796
E 2 314692.847 5842707.612 253.743
E 1 314682.600 5842700.238 253.789
Point no Easting Northing RL
Alignment E
F 2 3 -4.441 -15.000 1.163 0.011 0.008 0.291 0.291 0.291 253.740
F 1 2 90.000 8.600 13.509 2.519 1.864 2.790 3.291 3.377 253.704
Curve no I Radius Arc Mid Ord Qtr Ord X Y l Mid Ord RL
F 9 314699.160 5842706.539 253.742
F 8 314699.116 5842706.252 253.740
F 7 314699.066 5842705.965 253.739
F 6 314698.998 5842702.324 253.721
F 5 314700.269 5842699.219 253.704
F 4 314702.632 5842696.837 253.687
F 3 314699.198 5842706.827 253.743
F 2 314699.011 5842705.680 253.738
F 1 314705.727 5842695.540 253.670
Point no Easting Northing RL
Alignment F
4 2 0 4 8 16
LENGTHS ARE IN METRES
SCALE 1 : 200
SCALE 1:200
INTERSECTION DETAILS
LIP OF KERB PROFILES
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R03_INT1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R03_INT1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
252.60
252.60
252.70
252.70
252.80
252.80
K&C - HB2
R8.60
R8.60
K&C -
HB2
4.24
252.79
BL252.94
TOP253.16
TOP252.95
BL252.84
252.74
1325
TOP253.04
BL252.96
252.79
4.24
BL252.96
252.75
12.50
BL252.99
252.66
BL252.93
252.65
14
252.64
TOP252.96
BL252.86
1413
935
944
939
940
941
28
28
28
H
H
10
11
12
18
26
CRO
WN
ST
RE
ET
HE
AT
HC
OT
E
29.00
LTP189.74
AMBERFIELD STREET
LTP166.14
LTP11.81
RTP11.80
B1
B2
B3
B4
B5
A1
A2
A3
A4
A5
50m
BUFFER
INTO
PROPOSED CONSERVATIO
N RES
ERVE
253.20
253.20
253.20
253.2
0
253.30
253.3
0
253.30
253.30
253.40
REALMVI
STA
K&C - HB2
R8.60
CRO
WN
K&C - HB2
R8.60
RTPCH210.6
2
27.38
TOP254.02
BL253.58
253.69
4.24
TOP254.
07
BL253.4
0
253.68
15.2
9
4.22
253.71
BL253.61
TOP253.86
TOP253.
84
BL253.5
1
253.70
31.90
A22.86
923
953
H
LTPCH21
0.67
3
7
6
2
ST
REET
HE
AT
HC
OTE
RTP1047.04
TP1067.47
RTP1071.04
D1
D2
D3
D4
D5
C1
C2
C3
C4
C5
253.70
253.70
253.70
253.70
253.80
253.80
253.80
REALMVISTA
K&C -
HB2
R8.60
CROWN
K&C - HB2
R8.60
254.05
BL254.04
TOP254.10
4.40 TOP254.27
BL253.92254.06
15.35
BL253.99
254.07
4.08
TOP254.29BL254.03254.13
13.05
32.79
902
920
30.56
TPCH458.28
8
4
5
RTP1153.51
RTP1177.11
ST
RE
ET
BR
AB
OU
RN
E
F1
F2
F3
F4
F5
F6
F7
F8
F9
E1
E2
E3
E4
E5
4
I.P. 253.343
I.P. 253.243
0.50% -0.50% 0.50%DESIGN GRADELINE
VC LENGTH
964.70
252.93
253.03
252.93
253.80
980.00
253.11
253.00
253.75
1000.00
253.37
253.10
253.21
253.10
253.71
1014.70
253.62
253.4
5253.18
253.28
253.18
253.72
253.72
1020.00
253.63
253.4
7253.20
253.31
253.20
253.74
253.74
1026.72
253.64
253.51
253.24
253.34
253.24
253.75
253.75
1032.70
253.64
253.4
8253.21
253.31
253.21
253.74
253.74
1040.00
253.62
253.4
4253.17
253.28
253.17
253.73
253.73
1046.72
253.68
253.4
1253.14
253.24
253.14
253.73
253.73
1047.04
253.68
253.14
253.24
253.14
253.73
253.73
1060.00
253.31
253.20
253.71
253.71
1067.4
7253.35
253.24
253.77
253.77
1071.04
253.70
253.26
253.36
253.26
253.82
253.82
1080.00
253.81
253.57
253.30
253.4
1253.30
253.89
253.89
1095.00
254.15
253.65
253.38
253.4
8253.38
253.98
253.98
1100.00
253.68
253.67
253.4
0253.51
253.4
0254.00
254.00
1120.00
253.56
253.77
253.50
253.61
253.50
254.03
254.03
1121.88
254.01
253.78
253.51
253.62
253.51
254.04
254.04
1132.82
255.10
253.84
253.57
253.67
253.57
253.98
253.98
1138.77
254.11
253.87
253.60
253.70
253.60
254.01
254.01
1140.00
254.08
253.87
253.60
253.71
253.60
254.02
254.02
1153.51
254.06
253.94
253.67
253.78
253.67
254.10
254.10
1160.00
253.81
253.70
254.17
254.17
1177.11
253.90
253.79
254.09
254.09
1180.00
254.15
254.07
253.80
253.91
253.80
254.11
254.11
1189.21
254.11
254.12
253.85
253.96
253.85
254.21
254.21
1200.00
254.11
254.17
253.90
254.01
253.90
254.20
254.20
1205.24
254.12
254.20
253.93
254.04
253.93
254.21
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 251
REALM VISTA
0.50% -0.50%DESIGN GRADELINE
VC LENGTH
91.65
252.67
252.4
1252.52
252.4
1
93.69
252.68
252.4
2252.53
252.4
2
100.00
252.65
252.39
252.50
252.39
113.69
252.58
252.32
252.4
3252.32
120.00
252.61
252.35
252.4
6252.35
252.62
240.00
253.21
252.95
253.06
252.95
253.22
257.94
253.15
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 250
AMBERFIELD STREET
LI
MI
T
OF
W
OR
KS
LI
MI
T
OF
W
OR
KS
EXISTING STAGE 8
LI
MI
T
OF
W
OR
KS
EXISTING STAGE 8
LI
MI
T
OF
W
OR
KS
ESTATE (BY OTHERS)
PROPOSED ANNADALE
FUTURE STAGE 10
TP
TP
RTP
RTP
RTP
RTP
LTP
0.50%
140.00
252.71
252.4
5252.56
252.4
5252.72
141.65
252.63
252.72
252.4
6252.57
252.4
6252.73
252.68
154.09
252.57
252.78
252.52
252.63
252.52
252.79
252.71
155.65
252.59
252.79
252.53
252.64
252.53
252.80
252.70
160.00
252.61
252.81
252.55
252.66
252.55
252.82
252.70
166.14
252.63
252.84
252.58
252.69
252.58
252.85
252.73
169.65
252.64
252.86
252.60
252.71
180.00
252.65
252.91
252.65
252.76
183.65
252.65
252.93
252.67
252.78
189.74
252.64
252.96
252.70
252.81
252.70
252.75
196.15
252.66
252.99
252.73
252.84
252.73
253.00
252.77
200.00
252.68
253.01
252.75
252.86
252.75
253.02
252.80
208.65
252.75
253.05
252.80
252.90
252.80
253.07
252.85
218.09
252.82
253.10
252.84
252.95
252.84
253.11
252.90
220.00
252.82
253.11
252.85
252.96
252.85
253.12
252.91
221.15
252.82
253.11
252.86
252.97
252.86
253.13
252.91
235.15
252.88
253.18
252.93
253.04
252.93
253.20
252.98
LTP
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
EXISTING SURFACE CL
L&R LIP OF KERB
DESIGN CLINTERSECTION OF
REALM VISTA/HEATHCOTE ST
INTERSECTION OF
REALM VISTA/BRABOURNE ST
INTERSECTION OF
AMBERFIELD ST/HEATHCOTE ST
EXISTING SURFACE CL
L&R LIP OF KERB
DESIGN CL
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R04_LS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R04_LS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
5
0.50% -0.50% 0.50% 0.80% 0.50% -0.50% 0.50%DESIGN GRADELINE
VC LENGTH
205.4
0252.83
252.56
252.66
252.56
252.85
220.00
252.90
252.63
252.74
252.63
252.93
234.03
252.97
252.70
252.81
252.70
240.00
252.94
252.67
252.78
252.67
249.03
252.90
252.63
252.73
252.63
260.00
252.95
252.68
252.79
252.68
252.98
269.03
253.00
252.73
252.83
252.73
253.02
280.00
252.81
252.92
252.81
253.11
300.00
253.24
252.97
253.08
252.97
253.27
305.4
0253.29
253.02
253.12
253.02
253.31
310.89
253.50
253.33
253.06
253.17
253.06
253.36
253.4
0
319.4
0253.53
253.4
0253.13
253.23
253.13
253.4
2253.4
3
320.00
253.53
253.4
0253.13
253.24
253.13
253.4
3253.4
3
324.89
253.55
253.4
4253.17
253.28
253.17
253.4
7253.4
7
333.4
0253.54
253.51
253.24
253.35
253.24
253.54
253.53
338.89
253.59
253.55
253.28
253.39
253.28
253.58
253.56
340.00
253.59
253.56
253.29
253.4
0253.29
253.59
253.56
343.06
253.62
253.59
253.32
253.4
2253.32
253.61
253.58
345.90
253.63
253.60
253.33
253.4
4253.33
253.63
253.59
351.39
253.68
253.63
253.36
253.4
7253.36
253.66
253.59
359.90
253.69
253.67
253.4
0253.51
253.4
0253.70
253.62
360.00
253.69
253.67
253.4
0253.51
253.4
0253.70
253.62
367.39
253.69
253.71
253.4
4253.55
253.4
4253.74
253.65
372.56
253.74
253.73
253.4
6253.57
253.4
6253.76
253.69
373.90
253.75
253.73
253.4
6253.56
253.4
6253.75
253.70
380.00
253.81
253.70
253.4
3253.53
253.4
3253.72
253.75
383.39
253.84
253.68
253.4
1253.52
253.4
1253.71
253.78
387.56
253.85
253.66
253.39
253.50
253.39
253.69
253.80
387.90
253.85
253.66
253.39
253.50
253.39
253.69
253.80
395.89
253.86
253.70
253.4
3253.54
253.4
3253.73
253.83
400.00
253.87
253.72
253.4
5253.56
253.4
5253.75
253.83
400.4
0253.87
253.72
253.4
5253.56
253.4
5253.75
253.83
409.89
253.96
253.77
253.50
253.61
253.50
253.80
253.87
414.4
0254.00
253.79
253.52
253.63
253.52
253.82
253.87
420.00
254.06
253.82
253.55
253.66
253.55
253.85
253.90
426.4
3254.09
253.85
253.58
253.69
253.58
253.88
253.91
429.91
254.10
253.87
253.60
253.71
253.60
253.90
253.92
440.00
253.96
253.92
253.65
253.76
253.65
253.95
253.96
458.28
254.05
254.01
253.74
253.85
253.74
254.04
254.04
460.00
253.86
254.05
471.03
253.91
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 251
BRABOURNE STREET
LI
MI
T
OF
W
OR
KS
FUTURE STAGE 10
INTERSECTION
REALM VISTA
INTERSECTION
REALM VISTA
INTERSECTION
AMBERFIELD STREET
TP
I.P. 253.513
0.50% -0.50% 0.50% -0.50% 0.50% -1.89%DESIGN GRADELINE
15.00VCVC LENGTH
0.00
252.75
11.80
252.80
252.98
252.71
252.81
252.71
252.96
252.80
20.00
252.86
253.02
252.75
252.85
252.75
253.00
252.82
24.16
252.86
253.04
252.77
252.87
252.77
253.02
252.82
36.16
252.90
253.10
252.83
252.93
252.83
253.08
252.88
38.16
252.91
253.11
252.84
252.94
252.84
253.09
252.88
40.00
252.93
253.12
252.85
252.95
252.85
253.10
252.88
52.16
252.99
253.18
252.91
253.01
252.91
253.16
252.92
58.69
253.00
253.21
252.94
253.05
252.94
253.20
252.91
60.00
253.00
253.20
252.93
253.04
252.93
253.19
252.92
66.16
253.03
253.17
252.90
253.01
252.90
253.16
253.00
73.4
1253.11
253.14
252.87
252.97
252.87
253.12
253.03
80.00
253.14
253.17
252.90
253.01
252.90
253.15
253.06
80.16
253.14
253.17
252.90
253.01
252.90
253.16
253.07
82.16
253.15
253.18
252.91
253.02
252.91
253.17
253.09
96.16
253.21
253.25
252.98
253.09
252.98
253.24
253.18
100.00
253.23
253.27
253.00
253.11
253.00
253.25
253.20
110.16
253.29
253.32
253.05
253.16
253.05
253.31
253.25
111.20
253.30
253.33
253.06
253.16
253.06
253.31
253.25
120.00
253.37
253.28
253.01
253.12
253.01
253.27
253.31
126.01
253.39
253.25
252.98
253.09
252.98
253.24
253.34
126.16
253.39
253.25
252.98
253.09
252.98
253.24
253.34
140.00
253.4
2253.32
253.05
253.16
253.05
253.31
253.4
3
140.16
253.4
2253.32
253.05
253.16
253.05
253.31
253.4
3
142.16
253.4
4253.33
253.06
253.17
253.06
253.32
253.4
5
156.16
253.54
253.4
0253.13
253.24
253.13
253.39
253.52
160.00
253.56
253.4
2253.15
253.26
253.15
253.4
1253.53
170.16
253.62
253.4
7253.20
253.31
253.20
253.4
6253.60
177.70
253.67
253.51
253.24
253.35
253.24
253.50
253.68
177.96
253.67
253.51
253.24
253.35
253.24
253.50
253.68
180.00
253.66
253.53
253.25
253.36
253.25
253.50
253.69
181.83
253.64
253.57
253.26
253.37
253.26
253.50
253.67
185.95
253.69
253.55
253.28
253.39
253.28
253.54
253.64
200.00
253.73
253.62
253.35
253.4
6253.35
253.61
253.65
203.51
253.75
253.64
253.37
253.4
8253.37
253.62
253.68
206.64
253.74
253.65
253.38
253.4
8253.38
253.63
253.70
210.62
253.72
253.4
7253.70
211.01
253.71
253.4
7253.70
218.51
253.37
220.00
253.34
222.4
7253.30
CHAINAGE CENTRE LINE
ES RIGHT TITLE BDY
FS RIGHT TITLE BDY
RIGHT LIP OF KERB
DESIGN CL
LEFT LIP OF KERB
FS LEFT TITLE BDY
ES LEFT TITLE BDY
DATUM 251
HEATHCOTE STREET
TP
TP
RTP
LTP
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DESIGN CL
EXISTING SURFACE CL
L&R LIP OF KERB
DESIGN CL
EXISTING SURFACE CL
L&R LIP OF KERB
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R05_LS2.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R05_LS2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
19.00
2.553.001.50
19.00
2.553.001.50
6
1014.70
1 in 11 1 in 50
1 in 10
1 in -30 1 in -301 in 20
1 in 50
1 in
3
-10.85
253.72
253.72
-9.35
253.71
253.59
-6.35
253.70
253.53
-3.80
253.68
253.28
-3.69
253.68
253.28
-3.65
253.68
253.13
-3.20
253.68
253.18
0.00
253.66
253.28
3.20
253.65
253.18
3.65
253.64
253.13
3.69
253.64
253.28
3.80
253.64
253.28
6.60
253.63
253.4
2
8.10
253.62
253.4
5
8.15
253.62
253.4
5
8.4
5253.61
253.4
5
9.95
253.60
253.95
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
1047.04
1 in 8
1 in 501 in 10
1 in -30 1 in -301 in 20
1 in 50
1 in
3
-10.85
253.73
253.73
-9.35
253.72
253.55
-6.35
253.70
253.4
9
-3.80
253.69
253.24
-3.69
253.69
253.24
-3.65
253.69
253.09
-3.20
253.69
253.14
0.00
253.67
253.24
3.20
253.67
253.14
3.65
253.67
253.09
3.69
253.67
253.24
3.80
253.67
253.24
6.60
253.68
253.38
8.10
253.68
253.4
1
8.15
253.68
253.4
1
8.4
5253.68
253.4
1
10.4
5253.68
254.07
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
1071.05
1 in 10
1 in 50 1 in 10
1 in -30 1 in -301 in 20
1 in 50
1 in
3
-10.85
253.82
253.82
-9.35
253.82
253.67
-6.35
253.81
253.61
-3.80
253.80
253.36
-3.69
253.80
253.36
-3.65
253.80
253.21
-3.20
253.80
253.26
0.00
253.77
253.36
3.20
253.74
253.26
3.65
253.74
253.21
3.69
253.74
253.36
3.80
253.74
253.36
6.60
253.71
253.50
8.10
253.70
253.53
8.15
253.70
253.53
8.4
5253.70
253.53
9.4
5253.70
253.86
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
1121.88
1 in 14 1 in 50
1 in 10
1 in -30 1 in -301 in 20
1 in 50
1 in
3
-10.85
254.04
254.04
-9.35
254.03
253.93
-6.35
254.00
253.87
-3.80
253.98
253.61
-3.69
253.98
253.61
-3.65
253.98
253.4
6
-3.20
253.97
253.51
0.00
253.93
253.62
3.20
253.86
253.51
3.65
253.88
253.4
6
3.69
253.88
253.61
3.80
253.88
253.61
6.60
254.01
253.75
8.10
254.01
253.78
8.15
254.01
253.78
8.4
5254.01
253.78
9.4
5254.01
254.12
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
1153.51
1 in 89 1 in 501 in 10
1 in -30 1 in -301 in 20
1 in 50 1 in
3
-10.85
254.10
254.10
-9.35
254.11
254.09
-6.35
254.13
254.03
-3.80
254.14
253.77
-3.69
254.14
253.77
-3.65
254.13
253.62
-3.20
254.13
253.67
0.00
254.09
253.78
3.20
254.03
253.67
3.65
254.02
253.62
3.69
254.02
253.77
3.80
254.02
253.77
6.60
254.04
253.91
8.10
254.06
253.94
8.15
254.06
253.94
8.4
5254.06
253.94
9.4
5254.08
254.27
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
1177.11
1 in 50
1 in -30 1 in -301 in 20
1 in 501 in
3
-10.85
254.09
254.09
-9.35
254.09
-6.35
254.09
-3.80
254.10
253.89
-3.69
254.10
253.89
-3.65
254.10
253.74
-3.20
254.10
253.79
0.00
254.10
253.90
3.20
254.12
253.79
3.65
254.12
253.74
3.69
254.12
253.89
3.80
254.12
253.89
6.60
254.14
254.03
8.10
254.14
254.06
8.15
254.14
254.06
8.4
5254.14
254.06
9.15
254.13
254.29
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
REALM VISTA
0.051.500.606.400.60 2.80
OPEN SPACE
CONSERVATION
TIT
LE B
DY
NO
RT
HER
N
TIT
LE B
DY
SO
UT
HER
N
0.051.500.606.400.60 2.80
OPEN SPACE
CONSERVATION
TIT
LE B
DY
NO
RT
HER
N
TIT
LE B
DY
SO
UT
HER
N
TIT
LE B
DY
SO
UT
HER
N
CONSERVATION
OPEN SPACE
TIT
LE B
DY
CONSERVATION
OPEN SPACE
TIT
LE B
DY
CONSERVATION
OPEN SPACE
TIT
LE B
DY
CONSERVATION
OPEN SPACE
TIT
LE B
DY
CONSERVATION
OPEN SPACE
TIT
LE B
DY
NO
RT
HER
NTIT
LE B
DY
TIT
LE B
DY
TIT
LE B
DY
TIT
LE B
DY
SO
UT
HER
NS
OUT
HER
N
SO
UT
HER
NS
OUT
HER
N
NO
RT
HER
NN
ORT
HER
N
NO
RT
HER
NN
ORT
HER
N
1205.24
1 in 50
1 in -30 1 in -301 in 20
1 in 50
-10.85
254.21
-9.35
254.21
-6.35
254.21
-3.80
254.21
254.03
-3.69
254.21
254.03
-3.65
254.21
253.88
-3.20
254.21
253.93
0.00
254.20
254.04
3.20
254.17
253.93
3.65
254.17
253.88
3.69
254.17
254.03
3.80
254.17
254.03
6.60
254.14
254.17
8.10
254.12
254.20
8.15
254.12
254.20
8.4
5254.11
254.20
8.91
254.11
254.11
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
BER
M
BER
MBER
M
BER
MBER
MBER
MBER
M
1 in
31 in 20
254.21
254.20
254.17
254.08
254.01
1 in 20
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R06_RV_XS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R06_RV_XS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
0.05 1.50 2.80 0.60 3.20 3.20 2.500.60 1.50 0.05
16.00
0.05 1.50 2.80 0.60 3.20 3.20 2.500.60 1.50 0.05
16.00
7
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
AMBERFIELD STREET
141.65
1 in 5 1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 50 1 i
n 5
-8.95
252.69
252.83
-8.4
5252.68
252.73
-8.15
252.68
252.73
-8.10
252.68
252.73
-6.60
252.66
252.70
-3.80
252.65
252.56
-3.69
252.65
252.56
-3.65
252.65
252.4
1
-3.20
252.66
252.4
6
0.00
252.66
252.57
3.20
252.66
252.4
6
3.65
252.66
252.4
1
3.69
252.66
252.56
3.80
252.66
252.56
6.30
252.64
252.69
7.80
252.63
252.72
7.85
252.63
252.72
8.15
252.63
252.72
8.92
252.63
252.89
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
166.14
1 in 5 1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 501 i
n 5
-8.95
252.74
252.95
-8.4
5252.73
252.85
-8.15
252.73
252.85
-8.10
252.73
252.85
-6.60
252.72
252.82
-3.80
252.70
252.68
-3.69
252.70
252.68
-3.65
252.70
252.53
-3.20
252.69
252.58
0.00
252.67
252.69
3.20
252.64
252.58
3.65
252.64
252.53
3.69
252.64
252.68
3.80
252.64
252.68
6.30
252.63
252.81
7.80
252.63
252.84
7.85
252.63
252.84
8.15
252.63
252.84
8.67
252.63
252.94
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
189.74
1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 50
-8.4
5252.75
252.97
-8.15
252.75
252.97
-8.10
252.75
252.97
-6.60
252.74
252.94
-3.80
252.71
252.80
-3.69
252.71
252.80
-3.65
252.71
252.65
-3.20
252.71
252.70
0.00
252.68
252.81
3.20
252.66
252.70
3.65
252.66
252.65
3.69
252.66
252.80
3.80
252.65
252.80
6.30
252.64
252.93
7.80
252.64
252.96
7.85
252.64
252.96
8.15
252.65
252.96
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
208.65
1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 50
-8.4
5252.85
253.07
-8.15
252.85
253.07
-8.10
252.85
253.07
-6.60
252.85
253.04
-3.80
252.85
252.90
-3.69
252.85
252.90
-3.65
252.85
252.75
-3.20
252.85
252.80
0.00
252.81
252.90
3.20
252.80
252.80
3.65
252.80
252.75
3.69
252.80
252.90
3.80
252.80
252.90
6.30
252.77
253.02
7.80
252.75
253.05
7.85
252.75
253.05
8.15
252.74
253.05
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
235.15
1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 50
-8.4
5252.98
253.20
-8.15
252.98
253.20
-8.10
252.98
253.20
-6.60
252.96
253.17
-3.80
252.92
253.03
-3.69
252.92
253.03
-3.65
252.92
252.88
-3.20
252.91
252.93
0.00
252.87
253.04
3.20
252.87
252.93
3.65
252.86
252.88
3.69
252.86
253.03
3.80
252.86
253.03
6.30
252.87
253.15
7.80
252.88
253.18
7.85
252.88
253.18
8.15
252.88
253.18
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
NO
RT
HER
NTIT
LE B
DY
TIT
LE B
DY
SO
UT
HER
N
NO
RT
HER
NTIT
LE B
DY
TIT
LE B
DY
SO
UT
HER
N
TIT
LE B
DY
SO
UT
HER
NTIT
LE B
DY
SO
UT
HER
NTIT
LE B
DY
SO
UT
HER
N
NO
RT
HER
NTIT
LE B
DY
NO
RT
HER
NTIT
LE B
DY
NO
RT
HER
NTIT
LE B
DY
BER
M
BER
MBER
MBER
MBER
M
BER
MBER
MBER
M
BER
M
BER
M
INDICATES STRUCTURAL FILL
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R07_AS_XS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R07_AS_XS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
1.50 2.50 0.60 3.20 3.20 2.800.60 1.50
16.00
0.05 0.05
1.50 2.50 0.60 3.20 3.20 2.800.60 1.50
16.00
0.05 0.05
8
WESTER
NTIT
LE B
DY
TIT
LE B
DY
EA
STER
N
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
HEATHCOTE STREET
11.80
1 in 51 in 50 1 in 20
1 in -30 1 in -30 1 in 201 in 50
-9.15
252.79
253.16
-8.15
252.79
252.96
-7.85
252.80
252.96
-7.80
252.80
252.96
-6.30
252.80
252.93
-3.80
252.82
252.81
-3.69
252.82
252.81
-3.65
252.82
252.66
-3.20
252.82
252.71
0.00
252.83
252.81
3.20
252.82
252.71
3.65
252.82
252.66
3.69
252.82
252.81
3.80
252.82
252.81
6.60
252.81
252.95
8.10
252.80
252.98
8.15
252.80
252.98
8.4
5252.80
252.98
8.75
252.80
253.04
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
38.16
1 in 51 in 50 1 in 20
1 in -30 1 in -301 in 20
1 in 50
-9.28
252.87
253.32
-8.15
252.87
253.09
-7.85
252.88
253.09
-7.80
252.88
253.09
-6.30
252.88
253.06
-3.80
252.88
252.94
-3.69
252.88
252.94
-3.65
252.88
252.79
-3.20
252.89
252.84
0.00
252.90
252.94
3.20
252.91
252.84
3.65
252.91
252.79
3.69
252.91
252.94
3.80
252.91
252.94
6.60
252.91
253.08
8.10
252.91
253.11
8.15
252.91
253.11
8.4
5252.91
253.11
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
73.41
1 in 5
1 in 50 1 in 20 1 in -301 in -30 1 in 20 1 in 50
-10.15
253.03
253.52
-8.15
253.03
253.12
-7.85
253.03
253.12
-7.80
253.03
253.12
-6.30
253.02
253.09
-3.80
253.03
252.97
-3.69
253.03
252.97
-3.65
253.03
252.82
-3.20
253.03
252.87
0.00
253.06
252.97
3.20
253.08
252.87
3.65
253.09
252.82
3.69
253.09
252.97
3.80
253.09
252.97
6.60
253.10
253.11
8.10
253.11
253.14
8.15
253.11
253.14
8.4
5253.11
253.14
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
126.01
1 in 51 in 50
1 in 201 in -30 1 in -30
1 in 201 in 50
1 in
3
-10.15
253.34
253.64
-8.15
253.34
253.24
-7.85
253.34
253.24
-7.80
253.34
253.24
-6.30
253.34
253.21
-3.80
253.35
253.08
-3.69
253.35
253.08
-3.65
253.35
252.93
-3.20
253.35
252.98
0.00
253.36
253.09
3.20
253.37
252.98
3.65
253.37
252.93
3.69
253.37
253.08
3.80
253.37
253.08
6.60
253.38
253.22
8.10
253.39
253.25
8.15
253.39
253.25
8.4
5253.39
253.25
8.87
253.39
253.39
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
156.16
1 in 5
1 in 50 1 in 201 in -30 1 in -30
1 in 201 in 50
-10.15
253.52
253.79
-8.15
253.52
253.39
-7.85
253.52
253.39
-7.80
253.52
253.39
-6.30
253.52
253.36
-3.80
253.50
253.23
-3.69
253.50
253.23
-3.65
253.50
253.08
-3.20
253.50
253.13
0.00
253.51
253.24
3.20
253.53
253.13
3.65
253.53
253.08
3.69
253.53
253.23
3.80
253.53
253.23
6.60
253.55
253.37
8.10
253.54
253.4
0
8.15
253.54
253.4
0
8.4
5253.54
253.4
0
8.86
253.54
253.54
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
210.62
1 in 51 in 50
1 in 201 in -30 1 in -30
1 in 201 in 50
-10.15
253.70
254.02
-8.15
253.70
253.62
-7.85
253.70
253.62
-7.80
253.70
253.62
-6.30
253.71
253.59
-3.80
253.71
253.4
6
-3.69
253.71
253.4
6
-3.65
253.71
253.31
-3.20
253.71
253.36
0.00
253.72
253.4
7
3.20
253.72
253.36
3.65
253.72
253.31
3.69
253.72
253.4
6
3.80
253.72
253.4
6
6.60
253.71
253.60
8.10
253.72
253.63
8.15
253.72
253.63
8.4
5253.72
253.63
8.69
253.72
253.72
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
BER
M
WESTER
NTIT
LE B
DY
TIT
LE B
DY
EA
STER
N
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
TIT
LE B
DY
EA
STER
NTIT
LE B
DY
EA
STER
NTIT
LE B
DY
EA
STER
N
TIT
LE B
DY
EA
STER
N
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R08_HS_XS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R08_HS_XS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
1.50 2.50 0.60 3.20 3.20 2.800.60 1.50
16.00
0.05 0.05
1.50 2.50 0.60 3.20 3.20 2.800.60 1.50
16.00
0.05 0.05
9
305.40
1 in 5 1 in 501 in 15
1 in -30 1 in -301 in 20
1 in 50
-9.65
253.38
253.61
-8.15
253.38
253.31
-7.85
253.38
253.31
-7.80
253.38
253.31
-6.30
253.39
253.28
-3.80
253.4
0253.12
-3.69
253.4
0253.12
-3.65
253.4
0252.97
-3.20
253.4
1253.02
0.00
253.4
3253.12
3.20
253.4
5253.02
3.65
253.4
5252.97
3.69
253.4
5253.12
3.80
253.4
5253.12
6.60
253.4
7253.26
8.10
253.4
8253.29
8.15
253.4
8253.29
8.4
5253.4
8253.29
8.91
253.4
8253.38
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL251.0
333.40
1 in 5 1 in 50 1 in 15
1 in -30 1 in -30 1 in 201 in 50
-9.15
253.52
253.74
-8.15
253.53
253.54
-7.85
253.53
253.54
-7.80
253.53
253.54
-6.30
253.54
253.51
-3.80
253.55
253.34
-3.69
253.55
253.34
-3.65
253.55
253.19
-3.20
253.56
253.24
0.00
253.55
253.35
3.20
253.55
253.24
3.65
253.55
253.19
3.69
253.55
253.34
3.80
253.55
253.34
6.60
253.55
253.4
8
8.10
253.54
253.51
8.15
253.54
253.51
8.4
5253.54
253.51
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
359.90
1 in 51 in 50 1 in 15
1 in -30 1 in -30
1 in 20 1 in 50
-9.15
253.61
253.90
-8.15
253.61
253.70
-7.85
253.62
253.70
-7.80
253.62
253.70
-6.30
253.62
253.67
-3.80
253.65
253.50
-3.69
253.65
253.50
-3.65
253.65
253.35
-3.20
253.65
253.4
0
0.00
253.67
253.51
3.20
253.68
253.4
0
3.65
253.69
253.35
3.69
253.69
253.50
3.80
253.69
253.50
6.60
253.69
253.64
8.10
253.69
253.67
8.15
253.69
253.67
8.4
5253.69
253.67
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
387.56
1 in 5 1 in 501 in 15
1 in -30 1 in -301 in 20
1 in 50
-9.15
253.79
253.89
-8.15
253.79
253.69
-7.85
253.80
253.69
-7.80
253.80
253.69
-6.30
253.81
253.66
-3.80
253.83
253.4
9
-3.69
253.83
253.4
9
-3.65
253.83
253.34
-3.20
253.83
253.39
0.00
253.83
253.50
3.20
253.84
253.39
3.65
253.84
253.34
3.69
253.84
253.4
9
3.80
253.84
253.4
9
6.60
253.84
253.63
8.10
253.85
253.66
8.15
253.85
253.66
8.4
5253.85
253.66
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
414.40
1 in 5 1 in 501 in 15
1 in -30 1 in -301 in 20
1 in 50
-9.15
253.87
254.02
-8.15
253.87
253.82
-7.85
253.87
253.82
-7.80
253.88
253.82
-6.30
253.88
253.79
-3.80
253.89
253.62
-3.69
253.89
253.62
-3.65
253.90
253.4
7
-3.20
253.90
253.52
0.00
253.94
253.63
3.20
253.97
253.52
3.65
253.98
253.4
7
3.69
253.98
253.62
3.80
253.98
253.62
6.60
254.00
253.76
8.10
254.00
253.79
8.15
254.00
253.79
8.4
5254.00
253.79
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
458.28
1 in 50 1 in 15
1 in -30 1 in -30
1 in 20 1 in 50
-8.4
6254.04
254.10
-8.15
254.04
254.04
-7.85
254.04
254.04
-7.80
254.04
254.04
-6.30
254.03
254.01
-3.80
254.01
253.84
-3.69
254.01
253.84
-3.65
254.01
253.69
-3.20
254.00
253.74
0.00
253.99
253.85
3.20
254.02
253.74
3.65
254.02
253.69
3.69
254.02
253.84
3.80
254.02
253.84
6.60
254.04
253.98
8.10
254.05
254.01
8.15
254.05
254.01
8.4
5254.05
254.01
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL252.0
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
BRABOURNE STREET
WESTER
NTIT
LE B
DY
TIT
LE B
DY
EA
STER
NBER
MBER
MBER
MBER
M
BER
M
BER
MBER
M
BER
MBER
MBER
M
TIT
LE B
DY
EA
STER
NTIT
LE B
DY
EA
STER
NTIT
LE B
DY
EA
STER
N
TIT
LE B
DY
EA
STER
N
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
WESTER
NTIT
LE B
DY
TIT
LE B
DY
EA
STER
N
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R09_BS_XS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R09_BS_XS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
10
525 RRJ
1 in 226
0.26m3/s
0.29m3/s
L=30.552m
1.32m/s
253.645
253.304
0.000
251.490
251.490
1.814
1.814
252.016
1
450 RRJ
1 in 209
0.18m3/s
0.20m3/s
L=25.092m
1.24m/s
253.670
253.260
30.552
251.625
251.700
1.635
1.560
252.150
252.187
2
375 RRJ
1 in 309
0.07m3/s
0.10m3/s
L=78.695m
0.90m/s
253.740
253.384
55.643
251.820
251.895
1.564
1.489
252.286
252.363
252.359
3
300 RRJ
1 in 99.3
0.01m3/s
0.10m3/s
L=24.823m
1.37m/s
254.013
253.790
134.338
252.150
252.225
1.640
1.565
252.525
252.579
252.570
4
254.131
253.914
159.162
252.4
75
1.439
252.775
252.777
5
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL
300 RRJ
1 in 94.1
0.09m3/s
0.10m3/s
L=8.468m
1.41m/s
253.670
253.260
0.000
251.625
251.850
1.635
1.410
252.150
252.187
2
253.693
253.279
8.4
68
251.940
1.339
252.259
252.610
6
300 RRJ
1 in 57.8
0.12m3/s
0.13m3/s
L=8.457m
1.80m/s
253.740
253.384
0.000
251.820
251.974
1.564
1.410
252.286
252.363
252.359
3
253.807
253.4
02
8.4
57
252.120
1.282
252.4
81
252.951
7
300 RRJ
1 in 89.5
0.07m3/s
0.10m3/s
L=8.501m
1.45m/s
254.013
253.790
0.000
252.150
252.225
1.640
1.565
252.525
252.579
252.570
4
254.135
253.813
8.501
252.320
1.493
252.620
252.873
8
525 RRJ
1 in 206
0.29m3/s
0.30m3/s
L=22.665m
1.38m/s
252.657
252.591
0.000
250.820
250.820
1.771
1.771
251.506
9
525 RRJ
1 in 210
0.28m3/s
0.30m3/s
L=11.539m
1.37m/s
252.698
252.703
22.665
250.930
251.005
1.773
1.698
251.608
251.689
10
525 RRJ
1 in 213
0.27m3/s
0.30m3/s
L=8.503m
1.36m/s
252.822
252.832
34.205
251.060
251.13
5
1.772
1.697
251.736
251.795
11
450 RRJ
1 in 359
0.13m3/s
0.15m3/s
L=61.000m
0.95m/s
252.821
252.831
42.707
251.17
5
251.250
1.656
1.581
251.829
251.957
251.949
12
253.092
252.989
103.707
251.420
1.569
252.080
252.135
13
375 RRJ
1 in 292
0.09m3/s
0.10m3/s
L=52.602m
0.93m/s
253.092
252.989
103.707
251.420
251.495
1.569
1.494
252.080
252.135
13
300 RRJ
1 in 123
0.05m3/s
0.09m3/s
L=56.625m
1.23m/s
253.374
253.104
156.310
251.675
251.750
1.429
1.354
252.268
252.322
14
253.636
253.4
13212.934
252.210
1.203
252.510
252.678
15
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL
300 RRJ
1 in 94.5
0.01m3/s
0.10m3/s
L=8.503m
1.41m/s
253.092
252.989
0.000
251.420
251.570
1.569
1.419
252.080
252.135
13
253.026
252.990
8.503
251.660
1.330
252.136
252.138
16
300 RRJ
1 in 95.1
0.01m3/s
0.10m3/s
L=8.557m
1.40m/s
253.374
253.104
0.000
251.675
251.750
1.429
1.354
252.268
252.322
14
253.348
253.107
8.557
251.840
1.267
252.323
252.328
17
525 RRJ
1 in 461
0.15m3/s
0.20m3/s
L=11.526m
0.93m/s
252.821
252.831
0.000
251.17
5
251.250
1.656
1.581
251.829
251.957
251.949
12
450 RRJ
1 in 317
0.14m3/s
0.16m3/s
L=25.354m
1.01m/s
252.716
252.828
11.526
251.275
251.350
1.553
1.478
251.963
251.982
18
450 RRJ
1 in 358
0.14m3/s
0.15m3/s
L=12.521m
0.95m/s
252.872
252.954
36.879
251.430
251.505
1.524
1.449
252.044
252.150
252.128
19
450 RRJ
1 in 320
0.14m3/s
0.16m3/s
L=4.800m
1.00m/s
252.951
253.140
49.4
01
251.540
251.615
1.600
1.525
252.159
252.267
252.245
20
375 RRJ
1 in 130
0.14m3/s
0.15m3/s
L=52.600m
1.39m/s
252.974
253.161
54.201
251.630
251.705
1.531
1.456
252.257
252.366
252.343
21
375 RRJ
1 in 303
0.09m3/s
0.10m3/s
L=54.500m
0.91m/s
253.247
253.4
07
106.801
252.110
252.185
1.297
1.222
252.680
252.813
22
253.513
253.668
161.301
252.365
1.303
252.950
252.982
23
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL 00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
NOTE:
CLASS 2 F.C.R.
ALL DRAINS LAID UNDER BACK OF KERB AND FOOTPATH TO
TO BE CLASS 3 AND UNDER ROAD PAVEMENT TO BE MINIMUM
VISTA
REALM
STREET
STREET
HEATHCOTE
STREET
BRABOURNE
VISTA
REALM
VISTA
REALM
STREET
HEATHCOTE
HEATHCOTE
STREET
HEATHCOTE
249.0 248.0 248.0 249.0 248.0
248.0 248.0 248.0 248.0
(CLASS 4) (CLASS 4) (CLASS 4)
(CLASS 4) (CLASS 4)
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R10_DLS1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R10_DLS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
11
300 RRJ
1 in 185
0.06m3/s
0.07m3/s
L=71.210m
1.01m/s
253.513
253.668
161.301
252.365
252.4
40
1.303
1.228
252.950
252.982
23
225 RRJ
1 in 91.9
0.01m3/s
0.05m3/s
L=10.104m
1.18m/s
253.930
253.930
232.511
252.825
252.900
1.10
5
1.030
253.294
253.4
44
253.4
30
24
253.897
253.993
242.614
253.010
0.983
253.4
36
253.4
55
25
CHAINAGE
NATURAL SURFACE
FINISHED SURFACE
INVERT
HGL LEVEL
DEPTH FS TO INVERT
GRADE
DIAMETER AND TYPE (CLASS 2)
DESIGN (m3/s)
CAPACITY (m3/s)
VELOCITY (m/sec)
DATUM RL
300 RRJ
1 in 94
0.01m3/s
0.10m3/s
L=8.463m
1.41m/s
252.716
252.828
0.000
251.275
251.410
1.553
1.418
251.963
251.982
18
252.650
252.827
8.4
63
251.500
1.327
251.983
251.985
26
225 RRJ
1 in 100
0.01m3/s
0.04m3/s
L=20.089m
1.13m/s
253.930
253.930
0.000
252.825
252.900
1.10
5
1.030
253.294
253.4
44
253.4
30
24
253.813
253.803
20.089
253.100
0.703
253.4
46
253.4
77
27
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
NOTE:
CLASS 2 F.C.R.
ALL DRAINS LAID UNDER BACK OF KERB AND FOOTPATH TO
TO BE CLASS 3 AND UNDER ROAD PAVEMENT TO BE MINIMUM
STREET
AMBERFIELD
249.0 248.0 249.0
(CLASS 4)
246.0
375 RRJ
1 in 166
0.10m3/s
0.14m3/s
L=87.920m
1.23m/s
253.4
35
253.091
0.000
251.570
251.570
1.521
1.521
251.808
28
225 RRJ
1 in 121
0.04m3/s
0.04m3/s
L=39.878m
1.03m/s
253.837
253.512
87.920
252.100
252.250
1.412
1.262
252.4
75
252.616
29
225 RRJ
1 in 35
0.02m3/s
0.08m3/s
L=18.700m
1.91m/s
254.064
253.711
127.798
252.580
252.655
1.13
1
1.056
252.878
252.986
252.967
30
253.943
253.998
146.4
98
253.190
0.808
253.4
15
253.502
31
247.0
300 RRJ
1 in 94.4
0.01m3/s
0.10m3/s
L=8.021m
1.41m/s
253.837
253.512
0.000
252.100
252.175
1.412
1.337
252.4
75
252.616
29
253.828
253.4
89
8.021
252.260
1.229
252.616
252.621
32
BRABOURNE
STREET
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R11_DLS2.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R11_DLS2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
50m
BUFFER
INTO
PROPOSED CONSERVATIO
N RES
ERVE
GE
LLI
BR
AN
D
DRI
VE
936
STAGE 8EXISTING
STAGE 10FUTURE
921922
920
931
925
924
926
928
927
929
930
932
933
934
935
911
912
913
914
915
916
917
918
919
910
909
908
907
906
905
904
903
901902
945
946
947
948
949
950
951
952
954
953
923
944 943
937 938
942941
940939
CONSERVATION OPEN SPACE
STAGE 14ANNADALE PROPOSED
STAGE 8EXISTING
SIGN SCHEDULE
E
AHD
-
OF
-
BPD
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R12_PP1.dgn
22/11/17A
WARATAH ESTATE
8711
STAGE 9
366-E-6
SBS
TVT
AS SHOWN
9
HUME
AUG' 17 12 A
CONSTRUCTION ISSUE
MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
22/
11/
20
17
Pl
otte
d:
I:\H8711\ENG\ST09\E9_R12_PP1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300
fax no. 8823 2310land surveyors civil engineers
North
12
A "STREET NAME" SIGN
R1-2B
C "NO ROAD" SIGN (HCC SD407)
NOTE:
WHERE POSSIBLE
STREET NAME SIGN TO MOUNT ON LIGHTING POLE
STREET SIGNS TO HAVE MINIMUM 2 WEDGES
IN THE POLE SLEEVES
PARKING AND SIGNAGE & LINEMARKING PLAN
SCALE 1:500
REALM VISTA
HE
AT
HC
OT
E S
TR
EE
T
BR
AB
OU
RN
E S
TR
EE
T
AMBERFIELD STREET
A
A
A
C
C
B