190 1 9 2 - villawood properties · it is the contractors responsibility to ensure that the digital...
TRANSCRIPT
North
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
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
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
CREEK
SED
GE
CU
RL
Y
CU
RL
Y S
ED
GE C
RE
EK
VE
ARIN
GS
RO
AD G
RE
EN LIN
K
CRAIGIEBURN ROAD
BOUNDARY ROAD
LOCALITY PLANMELWAYS: 388 - C10
NTS
Works
Site of
SERVICES OFFSETS AND LOCATIONS
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500STREET NAME Rd.RESERVE
WATERGAS Bk. of KERB JOINT TRENCHING
ELECTRICITY
CABLES POLESDW NDW
FIBRE TO THE HOME
FTTH PITSFTTH CABLES
STREET - LEVEL 1
CLASIFICATION
STREET
0.80 BOK 1.85 N 2.60 N 4.95 N 7.45 S
16.00
G & W, FTTH & E
3.20 N 2.25 N 2.70 N 2.60 S 0.80 BOK STREET - LEVEL 1 G & W, FTTH & E
BRIGHTON AVENUE
TREETON DRIVE
20.00 5.30 S 4.80 S 4.30 S 1.78 N/S
4.35 N 4.05 S
BRIGHTON AVENUE
(LOTS 404-407 & 4100-4101)
20.00 5.30 E 4.80 E 4.30 E 2.60 W 0.80 BOK 1.85 W 4.95 W 7.45 E
G & W, FTTH & E STREET - LEVEL 1
20.00 5.30 S 4.80 S 4.30 S 2.60 N 0.80 BOK 1.85 N 4.95 N 7.45 S
G & W, FTTH & E STREET - LEVEL 1 PORTOFINO WAY
2.70 N 3.20 N 16.00 2.60 S 0.80 BOK 1.85 S 1.78 N/S 4.35 N 4.05 S
G & W, FTTH & E STREET - LEVEL 1 PORTOFINO WAY (LOTS 484 - 486)
16.00 2.60 E 0.80 BOK 1.85 E 1.78 E/W 4.05 E
G & W, FTTH & E STREET - LEVEL 1 4.35 W
VARANASI DRIVE 3.20 W 2.70 W 2.25 W
2.70 N 3.20 N 16.00 2.25 N 2.60 S 0.80 BOK 1.85 S 1.78 N/S 4.35 N 4.05 S
G & W, FTTH & E STREET - LEVEL 1 TIERRA CIRCUIT (LOTS 433-449)
16.00 2.60 E 0.80 BOK 1.85 E 1.78 E/W 4.05 E
G & W, FTTH & E STREET - LEVEL 1 4.35 W
3.20 W 2.70 W 2.25 W TIERRA CIRCUIT (LOTS 419-421)
NEWRY STREET 2.70 N 3.20 N 16.00 2.25 N 2.60 S 0.80 BOK 1.85 S 1.78 N/S 4.05 S
G & W, FTTH & E STREET - LEVEL 1 4.35 N
16.00 2.60 W 0.80 BOK 1.85 W 1.78 E/W 4.05 W
G & W, FTTH & E STREET - LEVEL 1 4.35 E
16.00 2.60 E 0.80 BOK 1.85 E 1.78 E/W 4.05 E
G & W, FTTH & E STREET - LEVEL 1 3.20 W 2.70 W 2.25 W 4.35 W
WASHINGTON AVENUE
PALACE WALK
3.20 E 2.70 E 2.25 E
1.78W/3.55E
2.25 N
1.78N/3.55S
NOTE : LOCATION OF STREET TREES ARE IN THE CENTRE OF NATURE STRIP
DETAIL PLAN
1.78 S 1.78 S
North
No.DESCRIPTION
SHT
SHEET INDEX
1 DETAIL PLAN SHEET 1 OF 2
2 DETAIL PLAN SHEET 2 OF 2
3 NOTES AND TYPICAL SECTIONS
4
5
6
7
BRIGHTON AVENUE - LONGDITUDINAL AND CROSS SECTIONS 8
BRIGHTON AVENUE - CROSS SECTIONS 9
TREETON DRIVE - LONGDITUDINAL AND CROSS SECTIONS 10
TREETON DRIVE - CROSS SECTIONS 1 11
TREETON DRIVE - CROSS SECTIONS 2 12
PORTOFINO WAY - LONGDITUDINAL AND CROSS SECTIONS 13
PORTOFINO WAY - CROSS SECTIONS 14
VARANASSI DRIVE - CROSS SECTIONS 15
NEWRY STREET - LONGDITUDINAL AND CROSS SECTIONS
VER
P1
P1
P1
P1
P1
P1
NEWRY STREET - CROSS SECTIONS
16
TIERRA CIRCUIT - LONGDITUDINAL AND CROSS SECTIONS
17
TIERRA CIRCUIT - CROSS SECTIONS
18
DRAINAGE LONGDITUDINAL AND PIT SCHEDULE 1
19
DRAINAGE LONGDITUDINAL AND PIT SCHEDULE 2
20
DRAINAGE LONGDITUDINAL AND PIT SCHEDULE 3
21
P1
INTERSECTION DETAILS 1
INTERSECTION DETAILS 2
INTERSECTION DETAILS 3, ROUNDABOUT
22
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
23
24
DRAINAGE LONGDITUDINAL SECTIONS
INTERSECTION DETAILS 4, ROUNDABOUT
SIGNAGE AND LINEMARKING PLAN 24
DRAINAGE LONGDITUDINAL SECTIONS
P2
P3
P2
P2
P2
P2
P3
1
186
186
186
188
190
192
194
196
186
187
188
189
190
191
192
193
194
19519519
5
2.30
2.30
1.00
2.30
2.30
1.00
1.00
2.30
2.30
1.00
2.30
2.30
2.30
1.00
1.00
5.00
5.50
1.30
1.30
1.30
1.30
1.30
2.30
1.30
2.30
1.30
DRI
VE
12.50
1414
1312.50
4.24
16
14
16
14
29.3
3
4.24
1312.50
14
12.50
29.3
3
29.3
3
29.3
3
29.3
3
29.3
3
1416
29.3
3
14
29.3
3
29.3
3
1312.50
1414
12.5014
16
14
14
14
14
14
14
16.2
5
16.2
516
16
4.24
84.3
3
16
16
28
25
4.24
4.24
32
4.24
4.24
54.70
13
27
14
14
16
1412.50
12.5014
1414.57
15
14
18
14
14.57
1414
12.50
12.50
14
16
16
12.3
314
14
14
18
15
15.3
3
14
14
14.50 16
12.5012.50
14
16
14.5016
12.5012.50
14
32
32
32
32
32
32
32
14.5016
12.5012.50
14
10.2
512.5
0
12.5
012.5
0
10.2
5
13.2
512.5
0
13.2
5
12.5
0
12.5
0
12.5014
16
1414
12.50
12.50
14
16
1414
12.50
464m`
577m`
448m`400m`
400m`448m`
411m`367m`
411m`469m`
416m`
508m`
448m`
392m`
308m`
308m`
512m`
512m`
367m`
464m`
411m`
381m`
333m`
392m`500m`
512m`
520m`
466m`448m`
448m`400m`
400m`448m`
448m`
367m`
350m`
350m`
350m`
367m`
512m`400m`
400m`448m`
512m`400m`
400m`448m`
400m`448m`
448m`448m`
400m`
512m`
3.00m D & S E
3.00m D & S E
3.00
m D
& S E
3.00
m D
& S E
3.00
m D
& S E
3.00
m D
& S E
3.00m D & S E
3.00
m D
& S E
29
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
448m`
448m`
448m`
512m`
32
32
32
32
32
32
32
32
32
32
28
32
25
28
28
28
28
25
32
32
32
32
32
32
32
32
32
22
22
22
19
19
TIERRA
CIRCUIT
DRI
VE
NEWRY
TI
ER
RA
CI
RC
UI
T
PORTOFINO
WAY
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
VA
RA
NASI
R8.6
R8.6
R8.6
R8.6
R8.6
R9.4
32
32
32
32
32
32
33.4
5
R8.6
R8.6
R8.6
R8.6
189.12
190.30
190.17
188.62
189.97
188.32
189.85
187.90
189.62
187.41
187.66
187.80
187.91
188.17
188.29
188.56
189.54
189.91
190.08
190.23
190.40
190.69
188.78
188.95
189.23
189.33
191.06
187.54
185.40185.68
186.26
185.74
186.09
185.56
185.93
185.26
185.52
185.15
185.46
185.09
185.38
185.91
187.08
186.80
187.30
186.26
186.85
186.52
187.28
186.79
187.64
187.06
188.03
187.41
188.23
187.54
188.47
188.74
189.07
187.42
189.21
187.18
186.71
186.46 187.93
186.76
188.31187.21
188.70187.62
188.95187.97
188.48
191.90
191.05
191.82
190.91
186.21
186.57186.03
186.79
186.31
190.75
187.
69
187.
67
188.35188.23
186.40
186.45
186.
60
186.
60
185.
83
185.
86
191.47191.67
192.
11
192.
04194.42193.85
193.30
193.17
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
@ 1.5m CTS (TYPICAL)
PINE BOLLARDS
PROVIDE TREATED
LIMIT OF WORKS
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
20mm FCR. (TYPICAL)
200mm COMPACTED DEPTH
CRUSHED ROCK TURNING AREA.
TEMPORARY GARBAGE TRUCK
@ 1.5m CTS (TYPICAL)
PINE BOLLARDS
PROVIDE TREATED
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
LI
MIT OF
WORKS
MATCH NEATLY WITH EXISTING.
AND 'NO ROAD' SIGN AND
REMOVE CONC. EDGE STRIP
NO
RT
H
PROPOSED STAGE 2
FUTURE STAGE 5
FUTURE INTERGRATED SITESTAGE 6A
FUTURE STAGE 6
186.59
186.86
187.21
187.45
187.76
187.97
188.35
188.97
189.25
189.39
189.51
189.62
189.82
190.07
190.26
190.57
190.88
FS188.33
FS188.22
FS189.03
FS189.44
FS187.64
FSnull
FS188.02
FS188.61
FS188.87
FS188.93
FS191.83
FS191.41
FS191.67
FS191.10
FS191.47
FS18
5.77
FS191.52
FS193.87
FS186.17
FS186.45
FS186.71
FS187.01
FS187.30
FS188.61
FS187.93
FS188.35
FS188.36
FS189.25
FS188.90
FS188.63
FS190.13
FS190.30
FS190.46
FS190.82
FS191.16
FS191.46
186.57
186.13
186.42
FS186.57
FS186.80
FS186.42
FS186.13
FS185.91
FS185.74
FS185.56
FS185.40
FS185.26
FS185.15
FS185.09
TOP190.72
TOP1
92.1
7
FS191.82
192.23
TOP192.36
TOE193.12
TOE193.08
TOP187.25
TOP187.74
TOP188.08
TOP188.28
FS187.90
FS190.59
FS190.31
FS190.05
FS189.72
FS189.50
FS189.38
FS189.07
FS186.79
FS186.62
FS186.46
FS186.90
FS187.20
FS187.45
FS187.76
FS187.97
FS188.17
2.55A11.57
R46
13.18
R23.2
R16.8
TR
EE
TO
N
DRI
VE
453m`188.85
FS188.92
190.59
190.06
190.3316
1616.30
459460
461462
512m`512m`
522m`
442443
444445
446447
448449
512m`512m`
458457
456455
12.50
189.28
FS189.35 12.30 4
.24
12.50
15.30
FS188.66
188.84
26.3
3
189.
97
FS18
9.50
189.
62
FS18
9.54
14
143
8.8
110.8
1
14
27.80
A3.70
367m`444m`
389m`
389m`
419
420
421
433434
435436
437438
439440
441
432
431
430
429428
427426
425424
423
422 27.80
27.80 188.76FS188.66
16.30
188.87
16
450
451
452
453
454
463
464465
466467
468469
470471
472473
474475
476
477478
479
480
481
482
483
484
485
486
487
189.02
188.16
188.21FS188.22
189.09FS188.09
187.94
187.72
FS187.52
190.06189.81
189.40
189.68
191.22
190.79
190.46
FS191.41
FS190.99
FS190.66
FS190.43
FS190.27
FS190.12
FS189.97
FS189.69
FS189.34FS187.91
FS188.61
FS187.61
FS187.24
FS186.94
FS186.71
FS189.17
FS189.45
FS190.01
FS189.18
FS18
6.60
FS18
6.55
FS186.43FS186.38
FS186.26
FS186.12
FS185.99
FS18
5.84
FS185.63
FS185.76
FS185.91
FS186.05
FS186.18
FS186.32
FS186.48
FS186.74
FS187.13
FS18
7.82FS
187.
54
FS187.28
FS187.03
FS187.37
FS187.62
FS187.90
FS188.76
FS189.17
FS189.52
FS189.76
FS189.84
FS190.05
FS190.21
FS190.37
FS190.54
FS190.75
FS19
1.89
FS19
1.54
FS193.90FS193.53
FS193.54
FS187.22
FS187.60
FS188.03
FS186.93
FS187.28
FS187.61
FS187.99
FS188.36
FS188.65
FS188.90
FS188.85
FS189.13
FS187.68
522m`
75.62
16.3016
16
3.00m D & S E
64
R27
16
Ch155.81
Ch141.81
Ch125.81
Ch111.81
Ch97.81
Ch83.81
Ch67.55
Ch51.55
Ch35.55
Ch171.81
TPCh149.23
TPCh95.50
TPCh71.91
TPCh12.71
TPCh259.41
TPCh235.76
TPCh95.88
TPCh72.88
TPCh12.68
Ch120.88
Ch120.88
Ch62.30
Ch49.80
Ch37.30
Ch24.80
Ch11.51
Ch66.81
Ch215.41
Ch202.41
Ch189.91
Ch161.91
Ch149.41
Ch135.41
Ch119.41
Ch106.91
Ch209.41
Ch194.91
Ch178.91
Ch166.41
Ch153.91
Ch139.91
Ch123.91
Ch107.91
Ch92.02
TPCh75.53
TPCh80.36
TPCh95.26
Ch50.00
Ch40.81
Ch14.82
Ch50.81
Ch9.31
Ch36.15
Ch50.15
Ch22.15
Ch215.41
Ch200.00
Ch150.00
Ch100.00
Ch175.91
TPCh558.26
TPCh12.3
Ch33.25
Ch46.25
Ch58.75
Ch72.75
Ch86.75
Ch99.25
Ch110.76
Ch127.63
Ch288.86
Ch276.36
Ch262.36
Ch249.21
Ch232.31
Ch218.31
Ch205.81
Ch191.81
Ch179.31
Ch166.81
Ch152.81
Ch138.81
Ch124.23
Ch274.86
Ch208.81
Ch194.31
Ch178.31
Ch165.81
Ch153.31
Ch139.31
Ch123.31
Ch107.31
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AS SHOWN APR'18 25 P4
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20
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otte
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J:\H9365\Eng\Stage 4\E4_R01_DET1.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
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EN
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29/
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20
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otte
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J:\H9365\Eng\Stage 4\E4_R01_DET1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
PS803931Y/S4
02/07/2018
2
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
DETAIL PLAN
SEE INSET FOR OUTFALL CONTINUATION
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
SCALE 1:500
PLAN
SCALE 1:1000
PLAN
TEMPORARY OUTFALL FROM SED POND
40.00 - BUFFER
40.00 - BUFFER
3.00m D & S E
3.00m D & S E
2.50m S E
185
185
186
187
188 18
9
2.30
1.00
1.00
2.30
2.30
2.30
5.50
1.30
1.30
1.30
2.30
1.00
1.00
406405
404403
402
401
407
412
417418
415
414413
410411
409408
416
14
141614
13
4.24
32
32
33.0
9
32
32
32
33.8
3
16
1416
1414
14
16.70
4.24 13
1416
1414
14
1414
18.26
1614
14
12.50
1414
1312.50
4.24
14
14
16
1613
4.24
4.24
16 8
88
17.0
7
17.0
7
16
16
16
16
18
15
14
577m`
512m`448m`
448m`
448m`400m`
400m`448m`
416m`392m`
448m`
448m`448m`
586m`
448m`
512m`448m`
448m`507m`
546m`
448m`444m`
448m2
3.00m D & S E
3.00m D & S E
3.00
m D
& S E
3.00
m D
& S E
3.00
m D
& S E
448m`
512m`
512m`
32
32
32
32
19
29
32
32
32
32
32
32
33.8
7
33.0
6
32
32
32
TR
EE
TO
N
STREET
NEWRY
BRIGHTON AVENUE
TI
ER
RA
CI
RC
UI
T
WAS
HI
NG
TO
N
PA
LA
CE
WA
LK 19.72
28
28
25
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
R16.8
R23.2
R56.4
32
32
32
32
32
33.4
5
R8.6R8.6
R8.6
R8.6
R8.6
185.52
185.15
185.46
185.09
185.38
184.86
185.22
185.48
185.44
186.03
185.63
186.24
185.90
186.52
184.72
184.94
186.13
186.78
186.32
187.17
186.51
187.46
186.78
187.62
186.26
186.52
186.79
187.06
187.41
187.54
186.74
188.63
188.27
188.04
185.41185.37
185.12
184.72
187.44
186.90
184.45
184.55
184.85
184.82
185.65
185.72
185.
83
185.
86
185.
26
185.
21
185.
93
185.
94
186.30
186.20
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
LI
MIT OF
WORKS
LIMIT OF WORKS
AG'S (TYPICAL)
STRIP & ROW OF
PROVIDE CONCRETE EDGE
(TYPICAL)
AND CHEVRON D4-5
PROVIDE 'NO ROAD' SIGN
AV
EN
UE
EXISTING STAGE 1
EXISTING STAGE 1
BASIN
SEDIMENTATION
TEMPORARY
THIS PIPE
TEMPORARILY BLOCK
185.61
185.89
186.17
186.41
186.78
187.29
187.93
188.051
87.61
5.6
FS185.50
FS185.52
FS187.44
FS186.01
FS185.67
FS18
5.77
FS184.43
FS186.21
FS186.57
FS186.90
FS185.66
FS185.94
FS185.40
FS186.24
FS185.66
FS186.17
FS186.58
FS186.41
FS186.87
FS186.78
FS187.17
FS186.38
FS187.42
FS186.60
FS187.67
FS188.05
FS188.68
FS188.35
FS187.60
FS188.13
FS186.17
FS186.45
FS186.71
FS187.01
FS187.30
FS187.93
185.41
FS185.31
FS184.74
FS185.15
FS185.09
FS184.86
FS184.94
FS185.89
FS187.93
FS187.29
TEMPORARY PIT
5.60
23.4
0
1.13C12.95A12.98
A&C6.2810.54
2.55
3.88R30
A9.96
15.74
A9.21 6.89
2.55A11.57
R46
13.18
A6.64
6.44R20
FUTURE STAGE 10
FUTURE STAGE 10
180.80
181.60
182.10
182.45
BASE
IL181.30TEMPORARY TWL 182.45
180.60
1:3
1:3
1:8
1:5
DRI
VE
463m`
454m`
536m`
516m`
537m`
453m`188.85
FS188.92
14
143
8.8
110.8
1
12.19
14
A3.70
A2.74
R36
4.24
11188.56
FS189.54189.45
FS188.33
389m`
389m`
369m`419
420
421429428
427426
425424
423
422 27.80
27.80 188.76FS188.66
R8.6 R8.6
486
487
488
489
490491
188.21FS188.22
189.09FS188.09
187.94
188.04
187.72
FS187.52
187.84
FS18
8.62
FS18
8.80
188.
90
188.
90
FS18
5.84
FS185.64
FS185.36
FS18
5.03
FS18
5.07
FS185.17
FS184.93
FS185.17
FS185.32
FS185.47
FS185.63
FS185.76
FS188.16
FS187.68
FS187.94
TOP186.33
FS186.10
FS185.89
TOP186.14
TOP185.91
TOP185.65
TOP185.44
TOP186.51
TOP186.80
R20.6
R27
LIMIT OF WORKS
Ch155.81
Ch171.81
Ch187.81
Ch204.88
TPCh149.23
TPCh11.80
Ch36.15
Ch22.15
TPCh172.83
Ch200.88
FS184.43
185.03FS184.83
FS184.61
TPCh223.137
Ch547.72
Ch533.72
517.72
Ch503.72
Ch490.09
Ch477.98
Ch461.69
Ch599.72
Ch615.72
TPCh507.37
TPCh481.19
TPCh558.26
TPCh155.02
TPCh178.62
TPCh135.44
TPCh142.11
Ch27.25
Ch41.25
Ch57.25
Ch71.25
Ch85.25
Ch99.25
Ch118.34
Ch136.85
Ch150.37
Ch164.37
Ch178.37
TPCh12.3
Ch11.25
Ch33.25
Ch46.25
Ch58.75
Ch72.75
Ch86.75
Ch99.25
Ch110.76
Ch127.63
FS184.88FS184.70
R30.6
R10
R20.6
R8
R40.6
R20.6
R206.4
R50.6
R10
R20.6
R149.4
R143
R8
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2
R20.6
R40.6
OUTFALL DRAIN
TEMPORARY 1050mm
TPCh217.75
TPCh276.545
TPCh264.813
OUTFALL
TEMPORARY SURCHARGE
BLANK OFF END
FS184.79
FS18
4.59
FS184.45
FS18
4.54
FS184.61
FS184.93
FS185.59
FS185.05
184.89
184.73
185.09
184.13
184.72
FS18
5.89
FS18
5.82
184.73
184.
75
184.
71
184.47
600�
600� 600�
750�
900�
900�
750�
1050�
750�
375�
375�
300�
1050�
300�
300�
38
7
54
46 45
44 43
42 41
53
40
39
2
3
71
72
77
21
22
24
25 26
27
23
30
29
28 5
6
4
450�
525�
600�
300�
LOCKABLE GATE
CROSSING REF STD DWG EDCM 503
4m WIDE HEAVY DUTY VEHICLE
MELB WATER STD DWG 7251/8/203
POST & WIRE FARM FENCING
INSTALL TEMPORY
73
11
300�
75
74
79
VEHICULAR EXCLUSION FENCE
SUBJECT TO LANDSCAPE PLANS
FINAL LOCATION OF PATH
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
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otte
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J:\H9365\Eng\Stage 4\E4_R02_DET2.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R02_DET2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
186
186
FUTURE DUPLICATION
CRAIGIEBURN ROAD
40.00 - BUFFER
40.0
0 - B
UFF
ER
40.0
0 - B
UFF
ER
40.00 - BUFFER 40.00 - BUFFER
--
-1.8 os in-1.8 os in
---
---
80
81
82
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
600
300
350
150
300
600
300
200
350
150
300
600
300
200
35
0
150
300
3
2.00m
EXISTING SURFACE
1 IN 61 IN 6
CUT-OFF DRAIN DETAIL
INVERT TO BE GRADED
TO OUTLET
150 MIN
300 MIN
NOT TO SCALE
(500mm DEPTH)
b) 30mm COMPACTED DEPTH SIZE 10 TYPE N ASHPHALT WITH A C170 BINDER
d) BITUMINOUS PRIME
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
a) 30mm COMPACTED DEPTH SIZE 10 TYPE N ASHPHALT WITH A C170 BINDER
c) SAMI SEAL WITH CLASS SI8RF BINDER AND BITUMINUS PRIME
f) 160mm COMPACTED DEPTH OF 20mm NOMINAL SIZE CLASS 3 CEMENT MODIFIED CR, COMPACTED TO AT LEAST 98%
YOUNG'S MODULUS OF 500MPa AND A MAXIMUM YOUNG'S MODULUS OF 1500MPa.
b) 30mm COMPACTED DEPTH SIZE 10 TYPE N ASHPHALT WITH A C170 BINDER
d) BITUMINOUS PRIME
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
a) 20mm COMPACTED DEPTH SIZE 7 TYPE L ASHPHALT WITH A C170 BINDER
c) SAMI SEAL WITH CLASS SI8RF BINDER AND BITUMINUS PRIME
f) 110mm COMPACTED DEPTH OF 20mm NOMINAL SIZE CLASS 3 CEMENT MODIFIED CR, COMPACTED TO AT LEAST 98%
YOUNG'S MODULUS OF 500MPa AND A MAXIMUM YOUNG'S MODULUS OF 1500MPa.
NOTES
1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH PLANS AND CURRENT
CITY OF WHITTLESEA SPECIFICATIONS AND STANDARD DRAWINGS APPROVED
2. COUNCIL TO BE NOTIFIED 2 CLEAR DAYS PRIOR TO COMMENCEMENT OF WORKS.
5. DRAINAGE AND PITS TO BE SETOUT FROM OFFSETS SHOWN RATHER THAN FROM
CENTRELINE PIPE CHAINAGES.
6. ALL PIPES TO BE CLASS 2 UNLESS OTHERWISE SPECIFIED AND SHALL BE RRJ
UP TO AND INCLUDING 750mm DIAMETER. ALL DRAINS THAT CROSS UNDER ROAD
PAVEMENTS ARE TO BE RRJ CLASS 4 R.C.P.
7. JOINTING FOR CURVED PIPE ALIGNMENT SHALL CONFORM TO MANUFACTURER'S
SPECIFICATIONS (RRJ'S FOR MINOR DEFLECTIONS OR COMPLETE R.C. BANDAGES)
8. PROPERTY INLETS ARE TO BE PLACED 1.0m FROM THE LOW CORNER OF LOT UNLESS
OTHERWISE SHOWN.
9. LOTS DENOTED THUS 416H ARE TO BE PROVIDED WITH A 100mm HOUSE DRAIN PLACED
7.00m FROM THE LOW CORNER OF THE LOT UNLESS OTHERWISE SHOWN. HOUSE DRAINS
TO BE CONNECTED TO STREET DRAINAGE WITH 27A & CAP, CLEAR OF ANY PAVING.
IF CONNECTION IS WITHIN PAVING A PIT MUST BE USED.
10. APPROVED GRANULAR BACKFILL TO BE PROVIDED WHERE PIPE TRENCHES ENCROACH
UNDER ROADWAY DUE TO DEEP EXCAVATIONS IN ROCK.
11. SHALLOW CUT OFF DRAINS ARE TO BE PROVIDED ON SUBDIVISION BOUNDARY WHERE
NECESSARY.
14. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT
ALL MATTERS RELATING TO THE OCCUPATIONAL HEALTH AND SAFETY ACT 2004,
INCLUDING ALL RELEVANT REGULATIONS, HAVE BEEN ADDRESSED. IN PARTICULAR,
THE REQUIRED NOTIFICATIONS MUST BE CONVEYED TO THE VICTORIAN WORKCOVER
AUTHORITY - HEALTH & SAFETY DIVISION WITH RESPECT TO TRENCHING OPERATIONS.
DETAILS OF THE CONTRACTORS OCCUPATIONAL HEALTH & SAFETY PROCEDURES MUST
BE LODGED WITH THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF WORKS.
AND CHANNEL AND BUFFER PITCHERS AND WHERE DIRECTED BY THE ENGINEER (REFER
TO COUNCIL STANDARD DRAWINGS). WHERE KERB AND CHANNEL IS LOCATED ON
TITLE BOUNDARY AG's ARE TO BE PLACED BENEATH KERB AND 750mm BELOW TOP OF KERB.
17. AGRICULTURAL DRAINS ARE TO BE 760mm BELOW TOP OF KERB.
18. BATTERS SHALL BE 1 IN 6 FOR CUT & FILL UNLESS OTHERWISE SHOWN.
19. ALL NATIVE TREES AND SHRUBS TO BE RETAINED UNLESS ROAD CONSTRUCTION
NECESSITATES THEIR REMOVAL OR REMOVAL IS DIRECTED BY THE ENGINEER.
20. LOTS TO BE GRADED AND LEFT CLEAN TO THE SATISFACTION OF THE ENGINEER.
21. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF RUBBISH
AND SPOIL FROM SITE.
22. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES
ARE TO BE LOCATED AND THE VARIOUS AUTHORITIES NOTIFIED PRIOR TO
COMMENCEMENT OF WORKS.
23. ALL MATERIAL SURROUNDING SERVICE AUTHORITY PITS LOCATED IN FOOTPATHS MUST
BE ADEQUATELY COMPACTED IN 150mm LAYERS AND TESTED TO THE SATISFACTION OF
THE CITY OF WHITTLESEA,PRIOR TO THE CONSTRUCTION OF FOOTPATH BAYS ADJACENT
TO THESE PITS.
24. 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.
25. ALL GAS AND WATER CONDUIT TYPES ARE PVC CLASS 12 WITH A 50mm DIAMETER FOR
RESIDENTIAL LOTS.
26. TELSTRA/NBN Co TO BE NOTIFIED 7 DAYS PRIOR TO CONCRETE BEING PLACED.
27. CONDUITS ARE TO BE EXTENDED 450mm BEHIND FACE OF KERB AND TO BE REFERENCED
ON FACE OF KERB.
28. ALL STREET SIGNS TO BE CONSTRUCTED AND ERECTED TO CURRENT CITY OF WHITTLESEA
STANDARDS. STREET NAME PLATES TO BE IN ACCORDANCE WITH STANDARD DRAWING SD812,
INCLUDING "NO THROUGH ROAD" NOMINATION WHERE APPLICABLE.
29. TRAFFIC CONTROL SIGNS, MARKINGS & DELINEATORS TO BE INSTALLED IN ACCORDANCE
WITH AS1742.2. ALL LINE MARKING IS TO BE LONG LIFE ROAD MARKING, WITH
LONGITUDINAL LINES IN THERMOPLASTIC & TRANSVERSE MARKINGS IN COLD APPLIED.
31. ALL DRIVEWAY RAMPS INTO PROPERTIES ARE TO BE CUT IN AT A MAXIMUM GRADE
OF 1 IN 6.
32. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED
TO OBTAIN FINAL FILL LEVELS AS SHOWN ON PLANS. FILLING TO BE CLEAN CLAY
COMPACTED TO A DRY DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY
VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS1289.5.2.1-1993. TESTING TO COMPLY WITH AS3798-1996
APPENDIX B, LEVEL 1.
33. 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 PROVIDE VERIFICATION INCLUDING TEST CERTIFICATES TO THE
SUPERVISING ENGINEER.
34. FILL REQUIRED UNDER ROADWAY KERB AND CHANNEL AND FOOTPATH TO BE
APPROVED GRANULAR MATERIAL COMPACTED TO 95% AASHO IN 150mm LAYERS.
BY COUNCIL AND TO THE SATISFACTION OF THE ENGINEER. PRIOR TO
COMMENCEMENT OF WORKS, THE CONTRACTOR SHALL PROVIDE THE
FOLLOWING INFORMATION:
a) SOURCES OF QUARRYMATERIAL
b) N.A.T.A. APPROVED TEST RESULTS FOR THE F.C.R. THAT IS TO BE USED.
c) IF THE SOURCE THE QUARRY MATERIAL IS CHANGED DURING THE COURSE
OF THE WORKS, THEN NEW TEST RESULTS SHALL BE PROVIDED.
3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE
4. ALL LEVELS ARE TO BE AUSTRALIAN HEIGHT DATUM (AHD)
12. WHERE CONCRETE PAVING CROSSES SERVICE TRENCHES, SEWERAGE AND DRAINAGE,
TRENCHES SHALL BE BACKFILL WITH COMPACTED FINE CRUSH ROCK.
13. ALL CROSSOVERS MUST BE 0.75m FROM THE DRAINAGE PITS AND PRAM CROSSINGS.
IN ADDITION, THE PRAM CROSSING MUST BE 2m FROM THE DRAINAGE PITS.
16. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT
SUBGRADE LEVEL WITH 20mm CLASS 2 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. EXCEPT WHERE DRAINS UP TO AND INCLUDING 450mm DIA.
PIPES ARE LOCATED BEHIND KERB, THESE TRENCHES ARE TO BE BACKFILLED WITH
SCREENINGS IN LIEU OF AG'S.
15. AGRICULTURAL PIPE DRAINS 100mm PVC CLASS 4 TO BE PLACED BEHIND ALL KERB
38. THE CONTRACTOR IS TO ORGANISE AND PAY FOR TESTING OF PAVEMENT BASE
COURSE MATERIAL AND FINAL LAYER OF CRUSHED ROCK. A COPY OF RESULTS IS
TO BE FORWARDED TO THE DIRECTOR OF ENGINEERING OR HIS REPRESENTATIVE.
THE RESULTS MUST MEET THE REQUIREMENTS OF THE CITY OF WHITTLESEA
SPECIFICATION BEFORE ANY FURTHER WORKS ARE REQUIRED.
39. 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.
MUST BE CONSTRUCTED WITH A 50mm UNDERLAYER OF 20mm COMPACTED CLASS 3 FCR IN
37. ALL 125mm THICK FOOTPATH CONCRETE PAVING TO BE REINFORCED WITH SL72 MESH AND
36. PAVEMENT DEPTH MAY BE MODIFIED AS DIRECTED BY THE ENGINEER.
ACCORDANCE WITH EDCM STANDARD DRAWING 401.
40. 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.
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
MI
N200
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
MI
N
150
100mm TOPSOIL
MI
N
41. ALL FOOTPATHS IN ROADS TO BE OFFSET 50mm FROM PROPERTY BOUNDARY.
FOOTPATHS CONSTRUCTED ABOVE EXISTING LEVEL TO BE CONSTRUCTED ON
APPROVED FILL (TO AS-3798) OF F.C.R. INTO NATURAL GROUND.
42. REFER TO LANDSCAPE ARCHITECT PLANS FOR DETAILS OF VEHICLE EXCLUSION FENCING
AROUND PERIMETER OF WORKS.
43. PRIOR TO COMMENCEMENT OF WORKS A RINGLOCK WIRE MESH FENCE, APPROX 1.8m HIGH,
SHALL BE ERECTED AROUND TREES NOTED "TO BE RETAINED". CORNER POSTS TO BE
TREATED PINE WITH TREATED PINE STAYS. INTERMEDIATE POSTS TO BE STAR PICKETS
AT 3m INTERVALS,EVERY THIRD POST TO BE TREATED PINE, NO CONCRETE IS TO BE
USED TO SECURE POSTS. NO EXCAVATION SHALL BE CARRIED OUT WITHIN 5.0m OF
ANY TREE UNTIL APPROVAL IS GIVEN BY THE ENGINEER.
44. ALL FENCES ADJOINING ALL RESERVES (OTHER THAN ROAD RESERVES) ARE TO BE
45. EXISTING DAM OR WATERCOURSES TO BE EXCAVATED TO A FIRM BASE AND
BACKFILLED AS SPECIFIED. DEVELOPER'S CONSULTANT TO BE NOTIFIED WHEN THE DAM
OR WATERCOURSES ARE EXCAVATED TO A FIRM BASE. NO FILLING IS TO BE PLACED
PRIOR TO DAMS BEING INSPECTED AND LEVELS TAKEN. BACKFILLING IS TO BE
CARRIED OUT TO THE SATISFACTION OF THE COUNCIL SUPERVISING ENGINEER.
46. TACTILE GROUND SURFACE INDICATORS (TGSI) ARE TO BE INSTALLED WHERE
47. THE CONTRACTOR MUST ARRANGE THE REQUISITE INSPECTIONS OF THE WORKS
WITH THE CHIEF EXECUTIVE OFFICER/OR THEIR REPRESENTATIVE AS PER THE HOLD
POINTS IN THE WHITTLESEA CITY COUNCIL SPECIFICATIONS.
48. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT FOR ANY STRUCTURE / FENCES
AND OR ANY RETAINING WALLS 600mm IN HEIGHT.
49. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE
TO THE SATISFACTION OF THE CHEIF EXECUTIVE OFFICER / OR THEIR REPRESENTATIVE.
RESPONSIBILITY OF THE DEVELOPER OR HIS REPRESENTATIVE AND IS TO BE REINSTATED
50. 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
CHEIF EXECUTIVE OFFICER / OR THEIR REPRESENTATIVE.
51. ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE WITH "IDENTIFICATION OF STREET
HYDRANTS FOR FIRE-FIGHTING 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.
ERECTED BY THE DEVELOPER (OR OWNER) AT NO COST TO COUNCIL AND SHALL BE
CONSTRUCTED PRIOR TO STATEMENT OF COMPLIANCE IN ACCORDANCE WITH
CONDITION 43 OF THE PERMIT.
SHOWN IN ACCORDANCE WITH AS1428 AND SD320.
KERB TYPE AS SPECIFIED
600
300
150
300 MAX.
ALL NATURESTRIPS, FROM BACK OF KERB
TO EXISTING EDGE OF PATH OR PROPERTY
BOUNDARY ARE TO BE FILL TO A CLEAN,
TIDY CONDITION, TOP DRESSED (100mm
LOAMY TOP SOIL FREE OF CLUMPS, SODS
AND CLAY LUMPS) AND HYDROSEEDED.
TYPE B FILL AS SPECIFIED
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
PVC AGRICULTURAL PIPE
100mm CLASS 400 PERFORATED
WITH GAA STD DRG FIG-020
ALL AG DRAINS SHALL BE IN ACCORDANCE
PAVEMENT COMPOSITIONNOT TO SCALE
30. ALL DRIVEWAYS TO BE OFFSET 0.75m FROM SIDE BOUNDARY OR EASEMENT UNLESS
OTHERWISE SHOWN. REFER EDCM STD. DWG 501 FOR DETAILS.
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
PAVEMENT TO CONSIST OF: BRIGHTON AVENUE, PORTOFINO WAY, VARANASSI DRIVE, TIERRA CIRCUIT, NEWRY STREET,
WASHINGTON AVENUE & PALACE WALK (450mm DEPTH)
BRIGHTON AVENUE, TREETON DRIVE & PORTOFINO WAY
BRIGHTON AVENUE,
TIERRA CIRCUIT,
PORTOFINO WAY VARANASSI DRIVE,
NEWRY STREET & PALACE WALK
35. PAVEMENT TO CONSIST OF: BRIGHTON ANENUE, TREETON DRIVE & PORTOFINO WAY
(570mm DEPTH)
ROCK AREAS, TO BE 150mm MINIMUM DEPTH OF COMPACTED CLASS 3 FCR" OR APPROVED EQUIVALENT MATERIAL.
d) BITUMINOUS PRIME
a) 40mm COMPACTED DEPTH SIZE 14 TYPE V ASHPHALT WITH A C320 BINDER
(ASPHALT TO BE 5mm PROUD OF LIP OF KERB)
b) 75mm COMPACTED DEPTH SIZE 20 TYPE SI ASHPHALT WITH A C320 BINDER
c) 75mm COMPACTED DEPTH SIZE 20 TYPE SF ASHPHALT WITH A C320 BINDER
f) 280mm COMPACTED DEPTH OF SELECT GRANULAR MATERIAL "TYPE A" WITH A MINIMUM SOAKED CBR
PAVEMENT TO CONSIST OF: ROUNDABOUT
KERB TYPE AS SPECIFIED
PAVEMENT DETAILS
SCREENINGS
EMBEDDED IN 20mm NOM. SIZE
100mm CLASS 400 SLOTTED PVC
MI
N
150
COMPACTED TO 95% SDDR
ORDINARY BACKFILL
100mm TOPSOIL
MI
N
N.T.S
ROUNDABOUT
16.00
DRAINAGE PIT
0.80 LIGHTING COLUMN
EXISTING SURFACE 1 IN 501 IN 501 IN 6
1 IN 6
TELECOMMUNICATIONS
ELECTRICITY
TI
TL
E
BD
RY
TI
TL
E
BD
RY
1 IN 301 IN 30
GAS
TELECOMMUNICATIONS1.85
2.60
1.80
2.25
2.70
3.20
0.05 1.50 2.50 0.60 6.40 0.60 2.80 1.50 0.05
4.05 7.60 4.35
7.30
16.0m ROAD RESERVE
NON-DRINKING WATER
DRINKING WATER
1 IN 34 1 IN 34
CARRIAGEWAY
60
0
B2
60
0
B2
LOCAL ACCESS STREET - LEVEL 1
NEWRY STREET, WASHINGTON AVENUE & PALACE WALK
20.0m ROAD RESERVE
LOCAL ACCESS STREET - LEVEL 1
BRIGHTON AVENUE, TREETON DRIVE & PORTOFINO WAY
DRAINAGE PIT
0.80 LIGHTING COLUMN
EXISTING SURFACE1 IN 50 1 IN 50
1 IN 6
1 IN 6
TELECOMMUNICATIONS
ELECTRICITY
TI
TL
E
BD
RY
TI
TL
E
BD
RY
1 IN 30 1 IN 30
GAS
TELECOMMUNICATIONS1.85
2.60
3.000.606.400.601.500.05
7.60
20.00
7.30
NON-DRINKING WATER
DRINKING WATER
1 IN 34 1 IN 34
LANE
BICYCLE
CARRIAGEWAY
60
0
B2
60
0
B2
0.05
4.80
5.30
3.90
3.55
3.90
6.955.45
4.30
PORTOFINO WAY, VARANASI DRIVE, TIERRA CIRCUIT,
NOTES AND TYPICAL SECTIONS
VERTICAL 1:50
SCALE HORIZONTAL 1:100
TYPICAL ROAD CROSS SECTIONS
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R03_NOTE.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R03_NOTE.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
16.00
DRAINAGE PIT
0.80 LIGHTING COLUMN
EXISTING SURFACE 1 IN 501 IN 501 IN 6
1 IN 6
ELECTRICITY
TI
TL
E
BD
RY
TI
TL
E
BD
RY
1 IN 301 IN 30
GAS
TELECOMMUNICATIONS
2.60
1.80
2.25
2.70
3.20
0.05 1.502.50 0.60 6.40 0.60 2.80 1.50 0.05
4.05 7.60 4.35
7.30
16.0m ROAD RESERVE
NON-DRINKING WATER
DRINKING WATER
1 IN 34 1 IN 34
CARRIAGEWAY
60
0
B2
60
0
B2
LOCAL ACCESS STREET - LEVEL 1
BRIGHTON AVENUE
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
4 2 0 4 8 16
LENGTHS ARE IN METRES
SCALE 1 : 200
SCALE 1:200
INTERSECTION DETAILS
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
LIP OF KERB PROFILES
INTERSECTION DETAILS
2.73 % 2.51 % 1.42 %
-5.000
190.842
0.000
190.978
G1
13.509
191.317
G2
18.509
191.388
CHAINAGE
DESIGN LIP
DATUM 190
LIP LINE G
I.P. 19
1.269
-1.42 % -1.42 % 3.49 % 2.73 %
6.75m V.C.
-5.000
191.388
0.000
191.317
H1
1.958
191.303
3.377
191.310
6.754
191.387
13.509
191.622
H2
18.509
191.759
CHAINAGE
DESIGN LIP
DATUM 190
LIP LINE H
G 0 0 -8.600 12.162 2.519 1.963 191.148
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
G 3 322255.584 5836693.687 191.226 G 2 322253.550 5836691.359 191.148 G 1 322250.825 5836689.901 191.070
Point no Easting Northing RL
Alignment G
H 0 0 -8.600 12.162 2.519 1.963 191.387
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
H 3 322267.242 5836688.032 191.495 H 2 322264.915 5836690.065 191.387 H 1 322263.456 5836692.791 191.313
Point no Easting Northing RL
Alignment H
I 1 2 -8.600 12.162 2.519 1.963 187.687
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
I 5 322087.628 5836701.616 187.684 I 4 322089.956 5836699.582 187.687 I 3 322091.414 5836696.857 187.652
I 2 322084.199 5836702.773 187.627 I 1 322091.771 5836693.255 187.568
Point no Easting Northing RL
Alignment I
J 1 2 -8.600 12.162 2.519 1.963 187.895
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
J 5 322099.162 5836694.867 187.689 J 4 322101.196 5836697.195 187.895 J 3 322103.921 5836698.653 188.100
J 2 322098.005 5836691.438 187.535 J 1 322107.523 5836699.010 188.254
Point no Easting Northing RL
Alignment J
K 1 2 -8.600 12.162 2.519 1.963 186.036
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
K 5 322089.784 5836612.500 185.980 K 4 322091.817 5836614.827 186.036 K 3 322094.543 5836616.286 186.107
K 2 322088.627 5836609.070 185.935 K 1 322098.144 5836616.642 186.209
Point no Easting Northing RL
Alignment K
L 1 2 -8.600 12.162 2.519 1.963 186.152
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
L 5 322095.439 5836624.158 186.153 L 4 322093.111 5836626.192 186.152 L 3 322091.653 5836628.917 186.156
L 2 322098.869 5836623.001 186.209 L 1 322091.297 5836632.519 186.162
Point no Easting Northing RL
Alignment L
I.P. 18
7.667
I.P. 18
7.706
2.95 % 2.95 % 0.58 % -2.36 % -2.36 %
6.75m V.C. 6.75m V.C.
-5.000
187.4
20
0.000
187.568
I1
3.377
187.647
6.754
187.687
8.084
187.691
10.132
187.682
13.509
187.627
I2
13.509
187.627
18.509
187.509
CHAINAGE
DESIGN LIP
DATUM 187
LIP LINE I
I.P. 18
8.155
I.P. 18
7.635
-2.93 % -2.93 % -7.70 % -2.95 % -2.95 %
6.75m V.C. 6.75m V.C.
-5.000
188.4
00
0.000
188.254
J1
3.377
188.115
6.754
187.895
10.132
187.675
13.509
187.535
J2
13.509
187.535
18.509
187.387
CHAINAGE
DESIGN LIP
DATUM 186
LIP LINE J
I.P. 18
6.146
-1.06 % -0.14 % 2.39 % 3.11 %
5m V.C.
-5.000
186.215
0.000
186.162
L1
8.358
186.150
8.640
186.149
10.858
186.162
13.358
186.206
13.509
186.209
L2
18.509
186.365
CHAINAGE
DESIGN LIP
DATUM 185
LIP LINE L
-3.11 % -2.03 % -0.96 %
-5.000
186.365
0.000
186.209
K1
13.509
185.935
K2
18.509
185.886
CHAINAGE
DESIGN LIP
DATUM 185
LIP LINE K
4
l) HAZARD / DIRECTIONAL TGSI'S SHOWN THUS / AND
VICROADS STD DWGS SD2031 TO SD2035. TGSI'S SHALL CONFORM
FOOTPATH RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
TO AS1428.4
4.24
191.67
FS191.52FS191.47
191.47
13
29
4.24 19
2.11
FS19
1.89
TOP1
92.1
7
FS19
1.54
192.
04
450mm
450mm
525m
m
525m
m
525mm
191.22
FS191.41
16.30
190.79
FS190.99
27
K&C-600 B2
K&C-600 B2
R8.6
R8.6
525�30
0�
20
1918
17
70
191
191
191
191
192
192
192
192
G1
G2
G3
G4
G5
H1
H2
H3
H4
H5
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R04_INT1.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R04_INT1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
15
FS18
7.54
187.
69 4.24
FS18
7.82
187.
67
25
10.2
5
188.23FS187.91
188.35FS188.61
4.24
25
187.91
FS187.90
FS188.22
188.29
188.78
FS188.76
1416
14
R8.6
R8.6
R23.2
R16.8
675�
300�
14
13
1264
65
66
188
188
188
189
I2
I3
I1
I2
I3
I4
I5
J1
J2
J3
J4
J5
12.3
3
4.24
19186.40
FS186.38
186.45
FS186.43
4.24 18
6.60
FS18
6.55
186.
60
FS18
6.60
10.2
5
25
FS186.18
186.09
FS186.32
186.26
FS186.48
186.46
14
16.2
5
R8.6
R8.6
675�
750�
300�
300�
8
9
10
5511
186
186
186
186
187
187
187
L1
L2
L3
L4
L5
K1
K2
K3
K4
K5
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
I.P. 18
9.4
66
I.P. 18
9.4
66
0.80 % 0.80 % 0.00 % -0.73 % -0.73 %
12.98m V.C. 12.98m V.C.
-5.000
189.374
0.000
189.4
14
D1
5.600
189.4
49
D2
6.4
91
189.4
53
12.983
189.4
66
19.4
74
189.4
54
20.365
189.4
51
D3
25.965
189.4
19
D4
25.965
189.4
19
30.965
189.382
CHAINAGE
DESIGN LIP
DATUM 188
LIP LINE D
I.P. 18
9.4
41
I.P. 18
9.4
43
0.80 % 0.80 % 0.04 % -0.73 % -0.73 %
6.76m V.C. 6.76m V.C.
-5.000
189.374
0.000
189.4
14
C1
3.378
189.4
34
6.757
189.4
42
7.075
189.4
42
10.135
189.4
37
13.513
189.4
19
18.513
189.382
CHAINAGE
DESIGN LIP
DATUM 188
LIP LINE C
D 2 3 -9.400 13.294 2.753 2.146 189.466
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
D 7 322248.375 5836605.140 189.463 D 6 322250.919 5836602.917 189.466 D 5 322252.513 5836599.938 189.462
D 4 322239.063 5836607.038 189.419 D 3 322244.627 5836606.405 189.451 D 2 322252.903 5836596.002 189.449 D 1 322252.269 5836590.438 189.414
Point no Easting Northing RL
Alignment D
C 1 2 -8.590 12.148 2.516 1.961 189.442
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
C 5 322241.774 5836599.522 189.438 C 4 322244.099 5836597.491 189.442 C 3 322245.556 5836594.769 189.435
C 2 322238.339 5836600.679 189.419 C 1 322245.911 5836591.162 189.414
Point no Easting Northing RL
Alignment C
C2
1.44 % 1.95 % 1.95 %
-5.000
187.924
0.000
187.996
A1
13.509
188.260
A2
18.509
188.357
CHAINAGE
DESIGN LIP
DATUM 187
LIP LINE A
I.P. 18
8.270
-3.26 % -0.50 % 0.50 % 2.11 % 2.67 %
5m V.C.
-5.000
188.347
0.000
188.253
B1
3.377
188.270
13.509
188.4
83
B2
18.509
188.617
CHAINAGE
DESIGN LIP
DATUM 187
LIP LINE B
B 1 2 -8.600 12.162 2.519 1.963 188.341
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
B 5 322249.203 5836518.761 188.407 B 4 322246.875 5836520.795 188.341 B 3 322245.417 5836523.520 188.276
B 2 322252.632 5836517.604 188.483 B 1 322245.060 5836527.122 188.253
Point no Easting Northing RL
Alignment B
A 1 2 -8.600 12.162 2.519 1.963 188.128
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
A 5 322237.544 5836524.416 188.189 A 4 322235.511 5836522.089 188.128 A 3 322232.785 5836520.630 188.067
A 2 322238.701 5836527.846 188.260 A 1 322229.184 5836520.274 187.996
Point no Easting Northing RL
Alignment A
-1.95 % -2.54 % -0.96 %
-5.000
185.633
0.000
185.535
M1
13.509
185.192
M2
18.509
185.144
CHAINAGE
DESIGN LIP
DATUM 184
LIP LINE M
I.P. 18
5.386
-0.96 % -0.96 % 1.47 % 1.95 %
6.75m V.C.
-5.000
185.4
66
0.000
185.4
18
N1
2.664
185.4
06
3.377
185.4
07
6.754
185.4
36
13.509
185.535
N2
18.509
185.633
CHAINAGE
DESIGN LIP
DATUM 185
LIP LINE N
N 1 2 -8.600 12.162 2.519 1.963 185.436
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
N 5 322086.691 5836547.329 185.482 N 4 322084.364 5836549.363 185.436 N 3 322082.905 5836552.088 185.407
N 2 322090.121 5836546.172 185.535 N 1 322082.549 5836555.690 185.418
Point no Easting Northing RL
Alignment N
M 1 2 -8.600 12.162 2.519 1.963 185.364
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
M 5 322081.036 5836535.671 185.284 M 4 322083.070 5836537.999 185.364 M 3 322085.795 5836539.457 185.443
M 2 322079.879 5836532.242 185.192 M 1 322089.397 5836539.813 185.535
Point no Easting Northing RL
Alignment M
4 2 0 4 8 16
LENGTHS ARE IN METRES
SCALE 1 : 200
SCALE 1:200
INTERSECTION DETAILS
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
LIP OF KERB PROFILES
INTERSECTION DETAILS
I.P. 18
5.690
-1.71 % -2.39 % 0.72 % 0.72 %
7.52m V.C.
-4.998
186.046
0.002
185.960
7.526
185.780
11.289
185.720
13.311
185.711
15.051
185.717
F4
20.051
185.753
CHAINAGE
DESIGN LIP
DATUM 185
LIP LINE F
E 1 2 -8.600 12.162 2.519 1.963 185.626
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
E 5 322138.721 5836452.914 185.586 E 4 322141.048 5836450.880 185.626 E 3 322142.507 5836448.155 185.666
E 2 322135.291 5836454.071 185.539 E 1 322142.863 5836444.553 185.712
Point no Easting Northing RL
Alignment E-0.77 % -1.28 % -1.61 %
-5.000
185.751
0.000
185.712
E1
13.509
185.539
E2
18.509
185.4
59
CHAINAGE
DESIGN LIP
DATUM 185
LIP LINE E
F1
5
F 2 3 -8.600 13.037 2.990 2.349 185.782
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
F 7 322150.769 5836447.082 185.724 F 6 322153.234 5836449.309 185.782 F 5 322156.359 5836450.435 185.862
F 4 322149.148 5836443.197 185.717 F 1 322160.416 5836450.080 185.960
Point no Easting Northing RL
Alignment F
12.30 4.24
FS18
9.54
189.
62FS
189.
5018
9.97
R8.6
R9.4
59
58
190
190
C1
C2
C3
C4
C5
D1
D2
D3
D4
D5
D6
D7
FS18
8.80
188.
90FS
188.
62
188.
90
4.24
FS188.33
188.56
11
12.19
189.45
4.24
FS189.54
R8.6 R8.6
600� 46
45
44
188
188
188
189
189
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
185.65FS185.64
4.24185.72
FS185.67
13
19
4.24 18
5.86
185.
83FS18
5.84
FS18
5.77
16
185.38FS185.47
16
185.46FS185.63
14
R8.6
R8.6
300�
38
7
54
39
6
600�
186
186
N1
N2
N3
N4
N5
M1
M2
M3
M4
M5
5.50
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R05_INT2.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R05_INT2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
186.20
FS186.01
FS186.21
186.30
FS18
5.82
FS18
5.88
185.
93
185.
94
R56.4
R8.6
R8.6
LIMIT OF WORKS
375�
300�
300�
22
24
25 26
27
23
186
186
186
E1
E2
E3
E4
E5
E1
E2
E3
E4
E5
F1
F4
F5
F6
F7
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
2.30
1.00
4 2 0 4 8 16
LENGTHS ARE IN METRES
SCALE 1 : 200
SCALE 1:200
INTERSECTION DETAILS
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
LIP OF KERB PROFILES
INTERSECTION DETAILS
6
1.24 % 1.50 %
-5.000
184.088
-0.066
184.093
0.000
184.094
U1
21.856
184.364
U2
29.674
184.4
60
U4
36.802
184.548
U5
53.294
184.752
U6
58.294
184.827
CHAINAGE
DESIGN LIP
DATUM 183
LIP LINE UI.P. 18
4.681
-1.50 % 0.20 % 1.15 % 1.61 %
10m V.C.
-5.000
184.746
0.000
184.671
V1
5.038
184.693
10.038
184.739
11.079
184.751
V2
17.106
184.820
V3
35.4
95
185.032
V4
60.992
185.326
V565.992
185.4
07
CHAINAGE
DESIGN LIP
DATUM 184
LIP LINE V
U 5 6 -40.600 16.379 0.835 0.628 184.650 U 4 5 -8.000 6.894 0.781 0.593 184.504 U 3 4 -20.600 7.770 0.370 0.278 184.412 U 1 2 206.400 21.846 0.289 0.217 184.229
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
U 5 322068.438 5836488.333 184.752 U 4 322063.341 5836472.767 184.548 U 3 322057.673 5836468.842 184.460 U 2 322049.905 5836469.071 184.364 U 1 322028.361 5836472.688 184.094
Point no Easting Northing RL
Alignment U
V 4 5 149.400 25.466 0.544 0.408 185.179 V 3 4 -30.600 18.114 1.371 1.034 184.926 V 2 3 -10.000 5.936 0.451 0.340 184.786 V 0 2 -20.600 10.946 0.740 0.558 184.697
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
V 5 322122.860 5836461.928 185.326 V 4 322097.404 5836462.642 185.032 V 3 322079.823 5836467.004 184.820 V 2 322075.883 5836471.444 184.751 V 1 322074.188 5836482.257 184.671
Point no Easting Northing RL
Alignment V
A 9 10 0.600 0.924 0.217 0.171 184.404 A 7 8 0.300 0.475 0.117 0.092 184.428 A 3 4 0.600 0.749 0.131 0.101 184.386 A 2 3 0.600 0.521 1.141 0.045 184.421
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
A 10 322056.000 5836461.455 184.401 A 9 322056.818 5836461.885 184.408 A 8 322057.503 5836465.126 184.430 A 7 322057.195 5836465.488 184.427 A 4 322050.123 5836465.138 184.393 A 3 322049.562 5836464.642 184.378 A 2 322049.922 5836463.985 184.364
Point no Easting Northing RL
Island Alignment A
B 10 11 0.600 0.888 0.196 0.154 184.709 B 8 9 0.300 0.507 0.139 0.111 184.740 B 4 5 0.600 0.728 0.123 0.095 184.724 B 3 4 0.600 0.728 0.123 0.095 184.719
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
B 11 322068.557 5836472.997 184.709 B 10 322068.722 5836472.843 184.711 B 9 322071.767 5836472.498 184.740 B 8 322071.868 5836472.579 184.740 B 5 322070.147 5836477.608 184.724 B 4 322069.980 5836477.685 184.723 B 3 322069.576 5836477.659 184.720
Point no Easting Northing RL
Island Alignment B
C 11 12 0.300 0.050 0.599 0.001 185.008 C 7 8 0.600 0.748 0.131 0.101 185.024 C 6 7 0.600 0.748 0.131 0.101 185.017 C 2 3 0.600 0.899 0.203 0.159 184.967
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
C 12 322081.374 5836457.405 184.892 C 11 322081.374 5836457.405 184.892 C 8 322087.577 5836459.327 185.024 C 7 322087.661 5836459.496 185.022 C 6 322087.637 5836459.914 185.019 C 3 322081.572 5836461.133 184.969 C 2 322081.370 5836461.026 184.967
Point no Easting Northing RL
Island Alignment C
D 12 13 0.600 0.741 0.128 0.099 184.562 D 11 12 0.600 0.741 0.128 0.099 184.566 D 7 8 0.600 0.911 0.210 0.165 184.582 D 3 4 0.300 0.493 0.129 0.102 184.564
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
D 13 322065.629 5836442.609 184.560 D 12 322066.176 5836442.109 184.564 D 11 322066.792 5836442.520 184.568 D 8 322068.425 5836447.509 184.584 D 7 322067.953 5836448.287 184.579 D 4 322065.016 5836448.770 184.565 D 3 322064.671 5836448.426 184.562
Point no Easting Northing RL
Island Alignment D
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R06_INT3.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R06_INT3.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
3.00m D & S E
K&C-600 B2
K&C-600 B2
LI
MIT OF
WORKS
BASIN
SEDIMENTATION
TEMPORARY
THIS PIPE
TEMPORARILY BLOCK
TEMPORARY PIT
TEMPORARY TWL 182.45
LIMIT OF WORKS
R30.6
R10
R20.6
R8
R40.6
R20.6
R206.4
R50.6
R10
R20.6
R149.4
R143
R8
K&C-600 B2
K&C-600 B2
K&C-600 B2
K&C-600 B2K
&C-600 B2
R20.6
R40.6
OUTFALL DRAIN
TEMPORARY 1050mm
900�
900�
750�
1050�
750�
375�
1050�
2
3
71
72
77
21
30
29
4
300�
300�
74
VEHICULAR EXCLUSION FENCE
185
185
185
185
185
185
185
185
185
185
S2
S3
S1 S4
U1
U2U3 U4
U5
U6
V1
V2
V3
V4
V5
X1
X2
X3
X4
X5
W1
W2
W3
W4W5
A1A2
A3
A4A7
A8
A9
A10
D3
D4D7
D8
D11
D12
D13
C2
C3
C6
C7
C8
C11
C12
B3
B4
B5
B8
B9B10
B11
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
I.P. 18
4.994
I.P. 18
4.333
-1.61 % -1.10 % -2.04 % 1.53 % 0.50 %
10m V.C. 15m V.C.
-5.000
185.4
07
0.000
185.326
X125.059
185.049
30.059
184.983
35.059
184.892
37.124
184.850
X2
44.616
184.698
X3
47.577
184.637
X4
55.031
184.4
85
62.531
184.4
00
63.588
184.398
70.031
184.4
48
71.018
184.4
63
X5
76.018
184.4
88
CHAINAGE
DESIGN LIP
DATUM 183
LIP LINE X
-0.50 % -0.59 % -0.74 %
-5.000
184.4
29
0.000
184.4
04
W1
8.4
28
184.355
W2
14.4
1818
4.320
W3
41.493
184.161
W4
44.250
184.145
W5
49.250
184.108
CHAINAGE
DESIGN LIP
DATUM 183
LIP LINE W
Radius
CURVE SETOUT DIAGRAM
Chord
Mid
Ord
Qtr
Ord
Qtr
Ord
VERTICAL 1:20
SCALE: HORIZONTAL 1:200
LIP OF KERB PROFILES
7
INTERSECTION DETAILS
I.P. 18
4.965
I.P. 18
4.4
35
I.P. 18
4.946
0.57 % -3.40 % 3.04 % 0.14 %
5m V.C. 8.38m V.C. 5m V.C.
0.000
184.950
0.862
184.953
2.649
184.940
5.149
184.880
12.566
184.628
14.036
184.578
18.225
184.503
18.4
61
184.503
22.4
1518
4.563
25.133
184.645
32.541
184.870
35.041
184.928
37.541
184.950
37.699
184.950
CHAINAGE
DESIGN LIP
DATUM 184
LIP LINE R4 Kerb S
S2
S1
S3
S4
W 3 4 -50.600 26.753 1.800 1.356 184.241 W 2 3 -10.000 5.901 0.445 0.336 184.337 W 1 2 -20.600 8.369 0.429 0.323 184.379
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
W 5 322030.376 5836466.017 184.145 W 4 322033.106 5836465.630 184.161 W 3 322057.658 5836455.003 184.320 W 2 322060.967 5836450.116 184.355 W 1 322061.729 5836441.782 184.404
Point no Easting Northing RL
Alignment W
X 4 5 -40.600 23.117 1.680 1.267 184.420 X 3 4 -8.000 2.944 0.137 0.103 184.667 X 2 3 -20.600 7.451 0.340 0.255 184.774 X 1 2 -143.000 37.020 1.203 0.903 185.121
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
X 5 322066.760 5836429.401 184.463 X 4 322075.806 5836450.675 184.637 X 3 322078.068 5836452.560 184.698 X 2 322085.121 5836454.961 184.850 X 1 322122.136 5836455.569 185.326
Point no Easting Northing RL
Alignment X
R4 Kerb S 3 1 -6.000 -10.392 9.000 2.408 184.628 R4 Kerb S 2 3 -6.000 10.392 3.000 2.408 184.503 R4 Kerb S 1 2 -6.000 10.392 3.000 2.408 184.841
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
R4 Kerb S 13 322073.529 5836464.636 184.923 R4 Kerb S 12 322062.575 5836461.251 184.503 R4 Kerb S 11 322063.167 5836458.653 184.539 R4 Kerb S 10 322063.167 5836458.653 184.539 R4 Kerb S 9 322062.575 5836461.251 184.503 R4 Kerb S 8 322063.167 5836463.849 184.523 R4 Kerb S 7 322069.029 5836467.234 184.750 R4 Kerb S 6 322071.575 5836466.447 184.841 R4 Kerb S 5 322073.529 5836464.636 184.923
R4 Kerb S 4 322074.575 5836461.251 184.950 R4 Kerb S 3 322065.575 5836456.055 184.645 R4 Kerb S 2 322065.575 5836466.447 184.628 R4 Kerb S 1 322074.575 5836461.251 184.950
Point no Easting Northing RL
Alignment R4 Kerb S
R4 Kerb T 3 1 -4.200 -7.275 6.300 1.686 184.789 R4 Kerb T 2 3 -4.200 7.275 2.100 1.686 184.702 R4 Kerb T 1 2 -4.200 7.275 2.100 1.686 184.953
Curve no Radius Chord Mid Ord Qtr Ord Mid Ord RL
R4 Kerb T 13 322072.043 5836463.620 185.010 R4 Kerb T 12 322064.375 5836461.251 184.702 R4 Kerb T 11 322064.789 5836459.432 184.727 R4 Kerb T 10 322064.789 5836459.432 184.727 R4 Kerb T 9 322064.375 5836461.251 184.702 R4 Kerb T 8 322064.789 5836463.070 184.717 R4 Kerb T 7 322068.893 5836465.439 184.881 R4 Kerb T 6 322070.675 5836464.888 184.953 R4 Kerb T 5 322072.043 5836463.620 185.010
R4 Kerb T 4 322072.775 5836461.251 185.042 R4 Kerb T 3 322066.475 5836457.614 184.794 R4 Kerb T 2 322066.475 5836464.888 184.789 R4 Kerb T 1 322072.775 5836461.251 185.042
Point no Easting Northing RL
Alignment R4 Kerb T
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R07_INT4.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R07_INT4.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.403.90 0.603.000.05
20.00
3.90 1.500.60 0.05
I.P. 18
7.816
I.P. 18
4.510
-1.89% -1.61% -0.74%DESIGN GRADELINE
VC LENGTH
300.00
189.53
189.19
189.33
306.01
189.4
218
9.07
189.19
311.77
189.30
189.26
188.86
188.97
188.82
189.08
189.10
320.00
189.14
189.10
188.70
188.81
188.69
188.99
188.96
324.69
189.04
189.01
188.61
188.72
188.61
188.91
188.88
327.03
188.99
188.97
188.57
188.68
188.57
188.87
188.82
332.69
188.88
188.86
188.4
618
8.57
188.4
618
8.76
188.67
340.00
188.70
188.72
188.32
188.4
318
8.32
188.62
188.4
9
348.69
188.4
918
8.56
188.16
188.27
188.16
188.4
618
8.30
350.69
188.4
418
8.52
188.12
188.23
188.12
188.4
218
8.26
360.00
188.24
188.35
187.94
188.05
187.94
188.25
188.08
364.69
188.14
188.26
187.86
187.96
187.86
188.16
188.00
366.69
188.10
188.22
187.82
187.92
187.82
188.12
187.97
372.4
518
8.03
188.11
187.71
187.82
187.71
188.01
187.89
380.00
187.93
187.99
187.59
187.69
187.59
187.89
187.82
380.69
187.92
187.98
187.58
187.68
187.58
187.88
187.81
382.69
187.88
187.95
187.54
187.65
187.54
187.85
187.78
396.69
187.72
187.72
187.32
187.4
318
7.32
187.62
187.55
398.69
187.69
187.69
187.29
187.39
187.29
187.59
187.52
400.00
187.67
187.67
187.27
187.37
187.27
187.57
187.50
410.69
187.4
918
7.50
187.09
187.20
187.09
187.4
018
7.33
414.69
187.4
218
7.4
318
7.03
187.14
187.03
187.33
187.29
420.00
187.35
187.35
186.94
187.05
186.94
187.25
187.24
424.69
187.28
187.27
186.87
186.98
186.87
187.17
187.18
430.69
187.19
187.17
186.77
186.88
186.77
187.07
187.06
440.00
187.04
187.02
186.62
186.73
186.62
186.92
186.97
440.69
187.02
187.01
186.61
186.72
186.61
186.91
186.97
440.88
187.02
187.01
186.61
186.72
186.61
186.91
186.97
446.55
186.95
186.92
186.52
186.62
186.52
186.82
186.86
458.54
186.79
186.73
186.32
186.4
318
6.32
186.63
186.77
458.72
186.79
186.72
186.32
186.4
318
6.32
186.62
186.77
460.00
186.78
186.70
186.30
186.4
118
6.30
186.60
186.75
460.62
186.78
186.69
186.29
186.4
018
6.29
186.59
186.74
461.69
186.78
186.67
186.27
186.38
186.27
186.57
186.72
473.23
186.66
186.37
186.09
186.19
186.09
186.39
186.4
3
474.94
186.61
186.35
186.06
186.17
186.06
186.36
186.4
2
477.98
186.51
186.31
186.01
186.12
186.01
186.31
186.39
480.00
186.4
318
6.28
185.98
186.09
185.98
186.28
186.36
481.19
186.39
186.27
185.96
186.07
185.96
186.34
490.09
186.32
186.14
185.82
185.92
185.82
186.13
492.4
418
6.30
186.11
185.78
185.89
185.78
186.07
500.00
186.18
185.99
185.66
185.76
185.66
185.99
503.72
186.13
185.93
185.60
185.70
185.60
185.96
507.37
186.09
185.87
185.54
185.65
185.54
185.93
517.72
185.90
185.70
185.37
185.4
818
5.37
185.63
185.78
520.00
185.85
185.66
185.34
185.4
418
5.34
185.60
185.73
533.72
185.63
185.4
418
5.12
185.22
185.12
185.38
185.62
540.00
185.56
185.34
185.01
185.12
185.01
185.28
185.4
4
547.72
185.4
418
5.22
184.89
185.00
184.89
185.15
185.24
549.81
185.4
218
5.18
184.86
184.96
184.86
185.12
185.20
558.26
185.33
185.05
184.72
184.83
185.13
560.00
185.28
184.80
185.12
564.59
185.17
184.73
185.07
578.00
184.92
184.51
184.91
580.00
184.88
184.50
184.88
586.75
184.85
184.4
518
4.78
599.72
184.72
184.35
184.69
600.00
184.71
184.35
184.69
609.04
184.63
184.50
184.17
184.28
184.55
611.16
184.64
184.4
918
4.16
184.27
184.4
9
615.72
184.55
184.4
518
4.12
184.23
184.12
184.4
318
4.4
5
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 182
DESIGN CL
LIP OF KERB
EXISTING SURFACE
CENTRELINE
LEFT TITLE BOUNDARY
EXISTING SURFACERIGHT TITLE BOUNDARY
EXISTING SURFACE
OF
W
OR
KS
LI
MI
T
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
BRIGHTON AVENUE
BRIGHTON AVENUE
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
PROPOSED STAGE 1 STAGE 4
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
Ch 461.69
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.93
186.77
186.77
-10.75
186.72
186.57
-10.70
186.72
186.57
-7.70
186.69
186.51
-3.80
186.77
186.38
-3.69
186.77
186.38
-3.65
186.77
186.23
-3.20
186.78
186.27
0.00
186.81
186.38
3.20
186.79
186.27
3.65
186.79
186.23
3.69
186.79
186.38
3.80
186.79
186.38
7.70
186.76
186.64
9.20
186.78
186.67
9.25
186.78
186.67
9.96
186.79
186.79
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185
OF
W
OR
KS
LI
MI
T
STAGE 4 FUTURE STAGES
Ch 477.98
1 in 50 1 in 301 in -30 1 in -30
1 in 231 in 50
-11.21
186.39
186.39
-10.75
186.39
186.31
-10.70
186.39
186.31
-7.70
186.4
218
6.25
-3.80
186.4
518
6.12
-3.69
186.4
518
6.12
-3.65
186.4
518
5.97
-3.20
186.4
618
6.01
0.00
186.4
918
6.12
3.20
186.4
718
6.01
3.65
186.4
718
5.97
3.69
186.4
718
6.12
3.80
186.4
718
6.12
7.36
186.4
718
6.28
8.86
186.50
186.31
8.91
186.50
186.31
10.21
186.52
186.52
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
8
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R08_BALSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R08_BALSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.401.50 0.602.500.05
16.00
2.80 1.500.60 0.05
6.402.50 0.601.500.05
16.00
2.80 1.500.60 0.05
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
BRIGHTON AVENUE
BRIGHTON AVENUE
Ch 507.37
1 in 50 1 in 151 in -30 1 in -30
1 in 151 in 50
-7.85
185.93
185.80
-7.80
185.93
185.80
-5.30
185.92
185.75
-3.80
185.94
185.65
-3.69
185.94
185.65
-3.65
185.94
185.50
-3.20
185.94
185.54
0.00
185.99
185.65
3.20
186.04
185.54
3.65
186.04
185.50
3.69
186.04
185.65
3.80
186.05
185.65
6.60
186.07
185.84
8.10
186.09
185.87
8.15
186.09
185.87
9.52
186.10
186.10
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184
1 in 50 1 in 151 in -30 1 in -30
1 in 151 in 50
Ch 615.72
1 in 50 1 in 151 in -30 1 in -30
1 in 151 in 50
-7.93
184.4
518
4.4
5
-7.85
184.4
518
4.4
3
-7.80
184.4
518
4.4
3
-6.30
184.4
518
4.4
0
-3.80
184.4
618
4.23
-3.69
184.4
618
4.23
-3.65
184.4
618
4.08
-3.20
184.4
618
4.12
0.00
184.4
918
4.23
3.20
184.52
184.12
3.65
184.52
184.08
3.69
184.52
184.23
3.80
184.52
184.23
6.60
184.54
184.4
2
8.10
184.55
184.4
5
8.15
184.55
184.4
5
8.78
184.56
184.56
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL183
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
Ch 520.61
1 in 50 1 in 151 in -30 1 in -30
1 in 151 in 50
-8.62
185.72
185.72
-7.85
185.72
185.59
-7.80
185.72
185.59
-5.30
185.74
185.54
-3.80
185.74
185.4
4
-3.69
185.74
185.4
4
-3.65
185.74
185.29
-3.20
185.74
185.33
0.00
185.76
185.4
3
3.20
185.80
185.33
3.65
185.80
185.29
3.69
185.80
185.4
4
3.80
185.80
185.4
4
6.60
185.82
185.62
8.10
185.84
185.65
8.15
185.84
185.65
9.29
185.84
185.84
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184
9
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R09_BAXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R09_BAXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
20.00
DESIGN CL
LIP OF KERB
EXISTING SURFACE
CENTRELINE
LEFT TITLE BOUNDARY
EXISTING SURFACE
OF
W
OR
KS
LI
MI
T
STAGE 4 FUTURE STAGE 10
RIGHT TITLE BOUNDARY
EXISTING SURFACE
I.P. 18
6.4
50
I.P. 18
5.266
I.P. 18
4.920
I.P. 18
4.510
I.P. 18
4.4
51
-2.95% -0.96% -0.92% -1.50% -0.50% 0.50%DESIGN GRADELINE
40.00VCVC LENGTH
0.19
188.01
11.51
187.65
187.84
187.57
187.67
12.71
187.63
187.80
187.53
187.64
187.53
188.30
20.00
187.38
187.59
187.32
187.4
218
7.32
188.05
24.80
187.30
187.4
518
7.17
187.28
187.17
187.61
187.97
32.95
187.22
187.21
186.93
187.04
186.93
187.37
187.72
35.55
187.18
187.13
186.86
186.97
186.86
187.29
187.66
37.30
187.13
187.08
186.81
186.92
186.81
187.24
187.62
40.00
187.07
187.01
186.74
186.84
186.74
187.17
187.56
49.80
186.74
186.78
186.51
186.61
186.51
186.94
187.21
51.55
186.71
186.74
186.4
718
6.58
186.4
718
6.90
187.14
52.95
186.68
186.71
186.4
418
6.55
186.4
418
6.87
187.07
60.00
186.54
186.59
186.32
186.4
218
6.32
186.75
186.84
62.30
186.51
186.55
186.28
186.39
186.28
186.71
186.76
67.55
186.4
618
6.4
818
6.21
186.32
186.21
186.64
186.64
71.91
186.4
018
6.4
318
6.16
186.27
186.16
186.59
186.60
72.95
186.39
186.4
218
6.15
186.26
186.15
186.59
80.00
186.32
186.35
186.08
186.19
186.08
186.51
83.81
186.26
186.32
186.05
186.15
186.05
186.4
7
95.50
186.13
186.21
185.93
186.04
185.93
186.4
1
97.81
186.09
186.18
185.91
186.02
185.91
186.34
186.4
2
100.00
186.05
186.16
185.89
186.00
185.89
186.32
186.38
106.88
185.96
186.10
185.83
185.93
185.83
186.26
186.31
111.81
185.93
186.05
185.78
185.88
185.78
186.21
186.25
120.00
185.77
185.97
185.70
185.81
185.70
186.13
186.23
120.88
185.76
185.96
185.69
185.80
185.69
186.12
186.21
125.81
185.68
185.91
185.64
185.75
185.64
186.07
186.13
140.00
185.53
185.78
185.51
185.61
185.51
185.94
185.94
141.81
185.52
185.76
185.4
918
5.60
185.4
918
5.92
185.90
149.23
185.4
718
5.69
185.4
218
5.53
185.4
218
5.85
185.84
155.81
185.4
618
5.63
185.36
185.4
618
5.36
185.78
160.00
185.4
818
5.59
185.31
185.4
218
5.31
185.75
171.81
185.38
185.4
718
5.20
185.31
185.20
185.65
172.83
185.37
185.4
618
5.19
185.30
185.19
185.64
176.24
185.34
185.4
318
5.16
185.27
185.16
185.59
185.62
180.00
185.30
185.4
018
5.12
185.23
185.12
185.56
185.60
187.81
185.22
185.32
185.05
185.16
185.05
185.4
818
5.51
200.00
185.12
185.21
184.94
185.05
184.94
185.37
185.4
2
200.88
185.12
185.20
184.93
185.04
184.93
185.36
185.4
1
204.88
185.12
185.17
184.89
185.00
184.89
185.33
185.37
213.65
185.02
185.08
184.81
184.92
184.81
185.24
185.32
217.65
184.99
185.02
184.75
184.86
184.75
185.18
185.29
220.00
184.97
184.82
184.72
185.15
185.29
224.16
184.91
184.76
184.66
185.09
185.27
232.76
184.84
184.63
185.19
240.00
184.85
184.53
185.16
241.02
184.85
184.51
185.15
251.93
184.81
184.4
618
5.10
252.85
184.80
184.4
518
5.10
260.00
184.76
184.4
918
5.07
269.05
184.72
184.53
184.99
278.67
184.62
184.68
184.4
718
4.58
184.4
718
4.80
184.86
280.00
184.60
184.68
184.4
818
4.59
184.4
818
4.81
184.85
300.00
184.54
184.78
184.58
184.69
184.58
184.91
184.66
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 182
24.81
1 in 6
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-13.64
188.09
188.09
-10.75
187.97
187.61
-10.70
187.97
187.60
-7.70
187.84
187.54
-3.80
187.67
187.28
-3.69
187.67
187.28
-3.65
187.67
187.13
-3.20
187.65
187.17
0.00
187.55
187.28
3.20
187.4
618
7.17
3.65
187.4
518
7.13
3.69
187.4
518
7.28
3.80
187.4
418
7.28
7.70
187.34
187.4
1
9.20
187.30
187.4
4
9.25
187.30
187.4
5
10.23
187.28
187.28
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
0.600.60 6.403.903.000.05 0.051.503.90
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
10
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
TREETON DRIVE
TREETON DRIVE
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
35.56
1 in 6
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-13.98
187.83
187.83
-10.75
187.66
187.29
-10.70
187.66
187.29
-7.70
187.51
187.23
-3.80
187.36
186.97
-3.69
187.36
186.97
-3.65
187.36
186.82
-3.20
187.35
186.86
0.00
187.29
186.97
3.20
187.24
186.86
3.65
187.23
186.82
3.69
187.23
186.97
3.80
187.23
186.97
7.70
187.20
187.10
9.20
187.18
187.13
9.25
187.18
187.13
9.50
187.17
187.17
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R10_TDLSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R10_TDLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
0.051.503.900.606.400.603.903.000.05
20.00
5.457.606.95
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
TREETON DRIVE CRUSHED ROCK BACKFILL
TREETON DRIVE
62.31
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-11.10
186.77
186.77
-10.75
186.76
186.71
-10.70
186.76
186.71
-7.70
186.71
186.65
-3.80
186.68
186.39
-3.69
186.68
186.39
-3.65
186.68
186.24
-3.20
186.68
186.28
0.00
186.65
186.39
3.20
186.59
186.28
3.65
186.59
186.24
3.69
186.59
186.39
3.80
186.58
186.39
7.70
186.52
186.52
9.20
186.51
186.55
9.25
186.51
186.55
9.53
186.51
186.51
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
71.91
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-10.82
186.60
186.60
-10.75
186.60
186.59
-10.70
186.60
186.59
-7.70
186.55
186.53
-3.80
186.51
186.27
-3.69
186.51
186.27
-3.65
186.51
186.12
-3.20
186.50
186.16
0.00
186.4
818
6.27
3.20
186.4
818
6.16
3.65
186.4
818
6.12
3.69
186.4
818
6.27
3.80
186.4
718
6.27
7.70
186.4
218
6.4
0
9.20
186.4
018
6.4
3
9.25
186.4
018
6.4
3
9.4
318
6.4
018
6.4
0
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
95.50
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-10.75
186.4
118
6.37
-10.70
186.4
118
6.36
-7.70
186.36
186.30
-3.80
186.35
186.04
-3.69
186.35
186.04
-3.65
186.35
185.89
-3.20
186.34
185.93
0.00
186.28
186.04
3.20
186.22
185.93
3.65
186.21
185.89
3.69
186.21
186.04
3.80
186.21
186.04
7.70
186.15
186.17
9.20
186.13
186.20
9.25
186.13
186.21
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
120.88
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-11.32
186.22
186.22
-10.75
186.21
186.12
-10.70
186.21
186.12
-7.70
186.17
186.06
-3.80
186.03
185.80
-3.69
186.03
185.80
-3.65
186.03
185.65
-3.20
186.01
185.69
0.00
185.91
185.80
3.20
185.85
185.69
3.65
185.84
185.65
3.69
185.84
185.80
3.80
185.84
185.80
7.70
185.78
185.93
9.20
185.76
185.96
9.25
185.76
185.96
10.59
185.74
185.74
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
141.81
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50 1 in -6
-10.85
185.90
185.90
-10.75
185.90
185.92
-10.70
185.90
185.92
-7.70
185.84
185.86
-3.80
185.76
185.60
-3.69
185.75
185.60
-3.65
185.75
185.4
5
-3.20
185.74
185.4
9
0.00
185.67
185.60
3.20
185.62
185.4
9
3.65
185.61
185.4
5
3.69
185.61
185.60
3.80
185.61
185.60
7.70
185.54
185.73
9.20
185.52
185.76
9.25
185.52
185.76
10.83
185.50
185.50
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
11
49.81
1 in 6
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-12.84
187.29
187.29
-10.75
187.21
186.94
-10.70
187.21
186.94
-7.70
187.10
186.88
-3.80
187.01
186.62
-3.69
187.01
186.62
-3.65
187.01
186.4
7
-3.20
187.00
186.51
0.00
186.94
186.61
3.20
186.86
186.51
3.65
186.85
186.4
7
3.69
186.85
186.62
3.80
186.85
186.62
7.70
186.76
186.75
9.20
186.74
186.78
9.25
186.74
186.78
9.4
918
6.74
186.74
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R11_TDXS1.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R11_TDXS1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
0.051.503.900.606.400.603.903.000.05
20.00
5.457.606.95
0.051.502.500.606.400.602.801.500.05
4.057.604.35
16.00
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
TREETON DRIVE
CRUSHED ROCK BACKFILL
TREETON DRIVE
149.23
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-10.83
185.84
185.84
-10.75
185.84
185.85
-10.70
185.83
185.85
-7.70
185.78
185.79
-3.80
185.71
185.53
-3.69
185.70
185.53
-3.65
185.70
185.38
-3.20
185.70
185.4
2
0.00
185.62
185.53
3.20
185.56
185.4
2
3.65
185.55
185.38
3.69
185.55
185.53
3.80
185.55
185.53
7.70
185.4
818
5.66
9.20
185.4
718
5.69
9.25
185.4
718
5.69
10.59
185.4
718
5.4
7
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
172.83
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-10.89
185.65
185.65
-10.75
185.64
185.62
-10.70
185.64
185.62
-7.70
185.59
185.56
-3.80
185.53
185.30
-3.69
185.53
185.30
-3.65
185.53
185.15
-3.20
185.52
185.19
0.00
185.4
718
5.30
3.20
185.4
318
5.19
3.65
185.4
218
5.15
3.69
185.4
218
5.30
3.80
185.4
218
5.30
7.70
185.38
185.4
3
9.20
185.37
185.4
6
9.25
185.37
185.4
6
9.84
185.36
185.36
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
187.81
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-10.94
185.52
185.52
-10.75
185.51
185.4
8
-10.70
185.51
185.4
8
-7.70
185.4
718
5.4
2
-3.80
185.4
418
5.16
-3.69
185.4
418
5.16
-3.65
185.4
418
5.01
-3.20
185.4
318
5.05
0.00
185.39
185.16
3.20
185.34
185.05
3.65
185.33
185.01
3.69
185.32
185.16
3.80
185.32
185.16
7.70
185.24
185.29
9.20
185.22
185.32
9.25
185.22
185.32
9.96
185.20
185.20
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
204.88
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-11.04
185.37
185.37
-10.75
185.37
185.33
-10.70
185.37
185.32
-7.70
185.35
185.26
-3.80
185.30
185.00
-3.69
185.30
185.00
-3.65
185.30
184.85
-3.20
185.30
184.89
0.00
185.26
185.00
3.20
185.22
184.89
3.65
185.21
184.85
3.69
185.21
185.00
3.80
185.21
185.00
7.70
185.14
185.13
9.20
185.12
185.16
9.25
185.12
185.17
9.58
185.11
185.11
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL183.0
278.67
1 in 50 1 in 15
1 in -30 1 in -301 in 40 1 in 50
-8.58
184.87
184.87
-8.15
184.86
184.80
-8.10
184.86
184.80
-6.60
184.83
184.77
-3.80
184.79
184.58
-3.69
184.78
184.58
-3.65
184.78
184.4
3
-3.20
184.78
184.4
7
0.00
184.74
184.58
3.20
184.70
184.4
7
3.65
184.69
184.4
3
3.69
184.69
184.58
3.80
184.69
184.58
6.30
184.65
184.65
7.80
184.62
184.68
7.85
184.62
184.68
8.23
184.61
184.61
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL183.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
217.65
1 in 501 in 15
1 in -30 1 in -301 in 30
1 in 50
-11.53
185.31
185.31
-10.75
185.29
185.18
-10.70
185.29
185.18
-7.70
185.23
185.12
-3.80
185.18
184.86
-3.69
185.18
184.86
-3.65
185.17
184.71
-3.20
185.17
184.75
0.00
185.12
184.86
3.20
185.07
184.75
3.65
185.07
184.71
3.69
185.06
184.86
3.80
185.06
184.86
7.70
185.00
184.99
9.20
184.99
185.02
9.25
184.99
185.02
9.4
818
4.99
184.99
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL183.0
12
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R12_TDXS2.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R12_TDXS2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
20.00
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
PORTOFINO WAY
PORTOFINO WAY
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:50
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
Ch 72.28
1 in -6
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-12.21
191.68
191.68
-10.75
191.72
191.92
-10.70
191.72
191.92
-7.70
191.79
191.86
-3.80
191.89
191.73
-3.69
191.89
191.73
-3.65
191.89
191.58
-3.20
191.90
191.62
0.00
191.98
191.73
3.20
192.05
191.62
3.65
192.06
191.58
3.69
192.06
191.73
3.80
192.06
191.73
7.70
192.11
191.99
9.20
192.13
192.02
9.25
192.13
192.02
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
0.600.60 6.403.903.000.05 0.051.503.90
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
Ch 107.31
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-12.08
190.76
190.76
-10.75
190.79
190.99
-10.70
190.79
190.99
-7.70
190.83
190.93
-3.80
190.90
190.80
-3.69
190.90
190.80
-3.65
190.90
190.65
-3.20
190.91
190.69
0.00
190.95
190.79
3.20
191.00
190.69
3.65
191.00
190.65
3.69
191.00
190.80
3.80
191.00
190.80
7.70
191.07
191.06
9.20
191.11
191.09
9.25
191.11
191.09
9.4
319
1.12
191.12
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
LIP OF KERB
EXISTING SURFACE
CENTRELINE
LEFT TITLE BOUNDARY
EXISTING SURFACE
RIGHT TITLE BOUNDARY
EXISTING SURFACE
I.P. 19
3.180
I.P. 19
0.500
I.P. 18
9.600
I.P. 18
8.003
-4.01% -2.73% -1.18% -2.93% -2.36%DESIGN GRADELINE
20.00VC 40.00VC 40.00VCVC LENGTH
0.00
193.95
8.96
193.59
9.11
193.58
19.11
193.80
193.51
193.11
193.21
193.11
193.4
119
3.05
20.00
193.73
193.4
819
3.08
193.18
193.08
193.38
193.02
29.11
193.04
193.20
192.80
192.91
192.80
193.10
192.81
38.63
192.87
192.94
192.54
192.65
192.54
192.84
192.61
40.00
192.84
192.90
192.50
192.61
192.50
192.80
192.58
60.00
192.4
019
2.36
191.96
192.06
191.96
192.26
192.03
72.28
192.13
192.02
191.62
191.73
191.62
191.92
191.72
80.00
191.86
191.41
191.52
191.41
191.71
191.43
83.99
191.71
191.30
191.41
191.30
191.60
191.33
91.01
191.63
191.11
191.22
191.11
191.41
191.22
95.88
191.44
190.98
191.08
190.98
191.28
191.04
97.31
191.38
191.34
190.94
191.05
190.94
191.24
190.99
100.00
191.28
191.27
190.87
190.97
190.87
191.17
190.91
107.31
191.11
191.09
190.69
190.79
190.69
190.99
190.79
117.31
190.86
190.87
190.4
719
0.58
190.4
719
0.77
190.55
120.00
190.78
190.82
190.4
219
0.53
190.4
219
0.72
190.50
123.31
190.75
190.76
190.36
190.4
719
0.36
190.66
190.4
6
124.23
190.75
190.75
190.34
190.4
519
0.34
190.65
190.4
4
137.31
190.71
190.56
190.16
190.26
190.16
190.4
619
0.31
138.81
190.69
190.54
190.14
190.25
190.14
190.4
419
0.30
139.31
190.68
190.53
190.13
190.24
190.13
190.4
319
0.30
140.00
190.67
190.53
190.12
190.23
190.12
190.4
319
0.29
152.81
190.4
019
0.37
189.97
190.08
189.97
190.27
190.18
153.31
190.39
190.37
189.97
190.07
189.97
190.27
190.17
160.00
190.31
190.29
189.89
189.99
189.89
190.19
190.04
165.81
190.24
190.22
189.82
189.93
189.82
190.12
189.97
166.81
190.23
190.21
189.81
189.91
189.81
190.11
189.96
173.37
190.15
190.13
189.73
189.84
189.73
190.03
189.90
178.31
190.09
190.07
189.67
189.77
189.67
189.97
189.85
179.31
190.08
190.05
189.65
189.76
189.65
189.95
189.84
180.00
190.07
190.04
189.64
189.75
189.64
189.94
189.84
191.81
189.91
189.84
189.4
418
9.54
189.4
418
9.74
189.68
193.37
189.88
189.81
189.4
118
9.51
189.4
118
9.71
189.64
194.31
189.85
189.79
189.39
189.4
918
9.39
189.69
189.62
200.00
189.68
189.66
189.26
189.37
189.26
189.56
189.4
5
205.81
189.54
189.52
189.12
189.22
189.12
189.4
218
9.30
208.81
189.4
818
9.4
418
9.04
189.14
189.04
189.34
189.21
213.37
189.38
189.31
188.91
189.01
188.91
189.21
189.05
218.31
189.23
189.17
188.76
188.87
188.76
188.91
220.00
189.18
189.12
188.71
188.82
188.71
188.85
232.31
188.78
188.76
188.35
188.4
618
8.35
188.39
235.76
188.67
188.65
188.25
188.36
188.25
188.31
236.81
188.64
188.62
188.22
188.33
188.22
188.28
240.00
188.54
188.52
188.13
188.24
188.13
188.20
240.4
118
8.53
188.50
188.12
188.22
188.12
188.19
242.4
418
8.50
188.4
418
8.06
188.16
188.06
188.11
247.97
188.33
188.26
187.90
188.00
187.90
187.95
248.10
188.32
188.26
187.89
188.00
187.89
187.94
249.21
188.29
188.23
187.87
187.97
187.87
187.90
251.26
188.23
188.17
187.82
187.93
187.82
187.82
253.29
188.15
188.12
187.77
187.88
187.77
187.79
259.4
118
7.98
187.95
187.63
187.73
187.63
187.70
260.00
187.96
187.94
187.61
187.72
187.61
187.84
187.69
262.36
187.91
187.88
187.56
187.66
187.56
187.78
187.65
274.86
187.68
187.59
187.26
187.37
187.26
187.4
918
7.30
276.36
187.66
187.55
187.23
187.33
187.23
187.4
518
7.26
280.00
187.61
187.4
718
7.14
187.25
187.14
187.37
187.21
288.86
187.4
118
7.26
186.93
187.04
186.93
187.16
187.08
300.00
187.14
187.00
186.67
186.78
186.67
186.89
186.86
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 185
OF
W
OR
KS
LI
MI
T
STAGE 4FUTURE INTEGRATED STAGE
DESIGN CL
13
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R13_PWLSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R13_PWLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.053.00 0.600.05 3.903.90
20.00
Ch 123.31
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-12.10
190.4
419
0.4
4
-10.75
190.4
619
0.66
-10.70
190.4
619
0.66
-7.70
190.4
919
0.60
-3.80
190.57
190.4
7
-3.69
190.57
190.4
7
-3.65
190.57
190.32
-3.20
190.58
190.36
0.00
190.64
190.4
7
3.20
190.66
190.36
3.65
190.67
190.32
3.69
190.67
190.4
7
3.80
190.67
190.4
7
7.70
190.73
190.73
9.20
190.75
190.76
9.25
190.75
190.76
9.29
190.75
190.75
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
PORTOFINO WAY
PORTOFINO WAY
Ch 139.31
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.64
190.29
190.29
-10.75
190.30
190.4
3
-10.70
190.30
190.4
3
-7.70
190.35
190.37
-3.80
190.38
190.24
-3.69
190.38
190.24
-3.65
190.38
190.09
-3.20
190.39
190.13
0.00
190.4
319
0.24
3.20
190.51
190.13
3.65
190.52
190.09
3.69
190.52
190.24
3.80
190.53
190.24
7.70
190.64
190.50
9.20
190.68
190.53
9.25
190.68
190.53
10.31
190.71
190.71
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL189.0
Ch 166.81
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.76
189.94
189.94
-10.75
189.96
190.11
-10.70
189.96
190.11
-7.70
190.01
190.05
-3.80
190.05
189.92
-3.69
190.05
189.92
-3.65
190.05
189.77
-3.20
190.06
189.81
0.00
190.07
189.91
3.20
190.12
189.81
3.65
190.13
189.77
3.69
190.13
189.92
3.80
190.13
189.92
7.70
190.20
190.18
9.20
190.23
190.21
9.25
190.23
190.21
9.38
190.23
190.23
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
Ch 179.31
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.4
718
9.83
189.83
-10.75
189.84
189.95
-10.70
189.84
189.95
-7.70
189.88
189.89
-3.80
189.92
189.76
-3.69
189.93
189.76
-3.65
189.93
189.61
-3.20
189.93
189.65
0.00
189.97
189.76
3.20
190.01
189.65
3.65
190.01
189.61
3.69
190.01
189.76
3.80
190.01
189.76
7.70
190.06
190.02
9.20
190.08
190.05
9.25
190.08
190.05
9.4
419
0.09
190.09
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
Ch 194.31
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.23
189.61
189.61
-10.75
189.62
189.69
-10.70
189.62
189.69
-7.70
189.66
189.63
-3.80
189.73
189.50
-3.69
189.73
189.50
-3.65
189.73
189.35
-3.20
189.74
189.39
0.00
189.77
189.4
9
3.20
189.79
189.39
3.65
189.80
189.35
3.69
189.80
189.50
3.80
189.80
189.50
7.70
189.83
189.76
9.20
189.85
189.79
9.25
189.85
189.79
9.68
189.86
189.86
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
Ch 208.81
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-11.64
189.19
189.19
-10.75
189.21
189.34
-10.70
189.21
189.34
-7.70
189.25
189.28
-3.80
189.28
189.15
-3.69
189.28
189.15
-3.65
189.28
189.00
-3.20
189.29
189.04
0.00
189.34
189.14
3.20
189.39
189.04
3.65
189.4
018
9.00
3.69
189.4
018
9.15
3.80
189.4
018
9.15
7.70
189.4
518
9.4
1
9.20
189.4
818
9.4
4
9.25
189.4
818
9.4
4
9.56
189.4
918
9.4
9
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
BO
UN
DA
RY
TIT
LE
SOT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
NB
OU
ND
AR
Y
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SOT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SOT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SOT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SOT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SOT
HER
N
14
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R14_PWXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R14_PWXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.051.50 0.600.05 2.502.80
16.00
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
PORTOFINO WAY
PORTOFINO WAY / VARANASSI DRIVE
VARANASSI DRIVE
ch 11.75
1 in 50 1 in 301 in -30 1 in -30
1 in 30 1 in 50
1 in 6
-8.72
191.65
191.65
-8.15
191.67
191.56
-8.10
191.68
191.56
-6.60
191.72
191.53
-3.80
191.72
191.43
-3.69
191.72
191.43
-3.65
191.72
191.28
-3.20
191.73
191.32
0.00
191.75
191.43
3.20
191.87
191.32
3.65
191.89
191.28
3.69
191.89
191.43
3.80
191.89
191.43
6.30
191.98
191.52
7.80
192.04
191.55
7.85
192.04
191.55
11.55
192.16
192.16
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
ch 38.75
1 in 50 1 in 301 in -30 1 in -30
1 in 30 1 in 501 in 6
-8.25
191.90
191.90
-8.15
191.90
191.88
-8.10
191.90
191.88
-6.60
191.90
191.85
-3.80
191.92
191.75
-3.69
191.92
191.75
-3.65
191.92
191.60
-3.20
191.93
191.64
0.00
191.93
191.75
3.20
192.04
191.64
3.65
192.05
191.60
3.69
192.05
191.75
3.80
192.06
191.75
6.30
192.16
191.84
7.80
192.23
191.87
7.85
192.23
191.87
10.76
192.35
192.35
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL190.0
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
15
288.86
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-8.36
187.07
187.07
-7.85
187.08
187.16
-7.80
187.09
187.16
-6.30
187.11
187.13
-3.80
187.16
187.04
-3.69
187.17
187.04
-3.65
187.17
186.89
-3.20
187.18
186.93
0.00
187.26
187.04
3.20
187.33
186.93
3.65
187.34
186.89
3.69
187.34
187.04
3.80
187.34
187.04
6.60
187.39
187.23
8.10
187.4
118
7.26
8.15
187.4
118
7.26
9.20
187.4
318
7.4
3
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
259.86
1 in 50 1 in 301 in -30 1 in -30
1 in 151 in 50
-8.90
187.67
187.67
-7.85
187.69
187.84
-7.80
187.69
187.84
-6.30
187.73
187.81
-3.80
187.78
187.73
-3.69
187.79
187.73
-3.65
187.79
187.58
-3.20
187.80
187.62
0.00
187.87
187.72
3.20
187.92
187.62
3.65
187.92
187.58
3.69
187.92
187.73
3.80
187.92
187.73
6.60
187.95
187.91
8.10
187.97
187.94
8.15
187.97
187.94
8.29
187.97
187.97
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R15_PWVDXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Plotte
d:
J:\H9365\Eng\Stage 4\E4_R15_PWVDXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.051.50 0.600.05 2.502.80
16.00
I.P. 18
5.4
12
I.P. 18
7.200
I.P. 18
8.270
I.P. 19
0.032
I.P. 19
1.17
1
0.00% 1.95% 1.44% 2.67% 2.03% 3.39%DESIGN GRADELINE
20.00VC 20.00VCVC LENGTH
0.00
185.4
1
0.50
185.4
1
11.25
185.65
185.62
185.83
11.80
185.66
185.62
185.39
185.63
185.39
185.72
185.84
14.25
185.72
185.67
185.4
518
5.68
185.4
518
5.77
185.86
20.00
185.82
185.79
185.57
185.79
185.57
185.89
185.98
27.25
186.03
185.94
185.72
185.93
185.72
186.05
186.14
33.25
186.13
186.07
185.85
186.05
185.85
186.17
186.26
40.00
186.22
186.21
185.99
186.18
185.99
186.32
186.4
0
41.25
186.24
186.24
186.02
186.21
186.02
186.34
186.4
2
46.25
186.32
186.35
186.12
186.30
186.12
186.4
518
6.52
57.25
186.52
186.58
186.35
186.52
186.35
186.68
186.75
58.75
186.54
186.61
186.39
186.55
186.39
186.71
186.79
60.00
186.56
186.64
186.4
118
6.57
186.4
118
6.74
186.81
71.25
186.78
186.87
186.65
186.79
186.65
186.98
187.03
72.75
186.82
186.91
186.68
186.82
186.68
187.01
187.06
80.00
187.03
187.06
186.84
186.96
186.84
187.16
187.25
82.23
187.11
187.11
186.88
187.01
186.88
187.21
187.33
85.25
187.17
187.17
186.94
187.06
186.94
187.27
187.39
86.75
187.20
187.20
186.97
187.09
186.97
187.30
187.4
1
92.23
187.36
187.30
187.08
187.19
187.08
187.4
018
7.4
2
99.25
187.4
618
7.4
218
7.19
187.30
187.19
187.52
187.54
100.00
187.4
718
7.4
318
7.20
187.31
187.20
187.53
187.54
101.80
187.51
187.4
618
7.23
187.34
187.23
187.56
187.57
102.23
187.52
187.4
618
7.24
187.34
187.24
187.57
187.57
104.79
187.53
187.50
187.27
187.38
187.27
187.60
187.60
106.63
187.53
187.52
187.30
187.4
118
7.30
187.63
187.62
109.62
187.53
187.57
187.34
187.4
518
7.34
187.67
187.71
110.76
187.53
187.56
187.36
187.4
718
7.36
187.69
187.73
111.47
187.52
187.57
187.37
187.4
818
7.37
187.70
187.74
114.4
618
7.56
187.62
187.4
118
7.52
187.4
118
7.74
187.77
118.34
187.62
187.67
187.4
718
7.58
187.4
718
7.80
187.83
120.00
187.64
187.70
187.4
918
7.60
187.4
918
7.82
187.85
127.63
187.73
187.81
187.60
187.71
187.60
187.93
187.94
135.4
418
7.83
187.92
187.71
187.82
187.71
188.04
187.98
136.85
187.84
187.94
187.74
187.84
187.74
188.06
187.99
137.28
187.85
187.94
187.74
187.85
187.74
188.07
187.99
140.00
187.90
187.98
187.78
187.89
187.78
188.11
187.99
140.27
187.90
187.99
187.78
187.89
187.78
188.11
187.99
142.11
187.92
188.01
187.81
187.92
187.81
188.14
188.01
150.37
188.04
188.13
187.93
188.04
187.93
188.26
188.28
156.64
188.15
188.22
188.02
188.13
188.02
188.4
7
160.00
188.21
188.27
188.07
188.18
188.07
188.55
164.37
188.27
188.35
188.15
188.26
188.15
188.60
166.64
188.30
188.4
018
8.20
188.30
188.20
188.59
176.64
188.60
188.63
188.4
318
8.54
188.4
318
8.87
178.37
188.63
188.68
188.4
818
8.58
188.4
818
8.91
180.00
188.65
188.72
188.52
188.63
188.52
188.85
188.94
200.00
189.14
189.26
189.05
189.16
189.05
189.38
189.58
220.00
189.68
189.79
189.59
189.69
189.59
189.92
190.09
232.63
189.96
190.13
189.93
190.03
189.93
190.25
190.33
240.00
190.15
190.28
190.08
190.18
190.08
190.4
019
0.53
260.00
190.65
190.69
190.4
819
0.59
190.4
819
0.81
190.98
279.62
190.99
190.88
191.21
191.37
280.00
190.99
191.38
284.64
191.09
288.66
191.17
291.81
191.28
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 183
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
Ch 11.80
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
-8.75
185.82
185.82
-8.15
185.82
185.72
-8.10
185.82
185.72
-6.60
185.80
185.69
-3.80
185.78
185.50
-3.69
185.78
185.50
-3.65
185.78
185.35
-3.20
185.78
185.39
0.00
185.76
185.50
3.20
185.73
185.39
3.65
185.73
185.35
3.69
185.73
185.50
3.80
185.73
185.50
6.30
185.70
185.59
7.80
185.69
185.62
7.85
185.69
185.62
8.24
185.68
185.68
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
NBO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
NEWRY STREET
CRUSHED ROCK BACKFILL
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:5000
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
NEWRY STREET
OF
STAGE 4
W
OR
KS
LI
MI
T
PROPOSED STAGE 1
Ch 41.25
-8.17
186.4
218
6.4
2
-8.10
186.4
218
6.4
3
-6.60
186.39
186.4
0
-3.80
186.35
186.21
-3.69
186.35
186.21
-3.65
186.35
186.06
-3.20
186.34
186.10
0.00
186.28
186.21
3.20
186.26
186.10
3.65
186.26
186.06
3.69
186.26
186.21
3.80
186.26
186.21
6.30
186.25
186.29
7.80
186.24
186.32
7.85
186.24
186.32
8.37
186.24
186.24
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
Ch 27.25
-8.25
186.14
186.14
-8.15
186.14
186.15
-8.10
186.14
186.15
-6.60
186.12
186.12
-3.80
186.10
185.94
-3.69
186.09
185.94
-3.65
186.09
185.79
-3.20
186.09
185.83
0.00
186.05
185.93
3.20
186.03
185.83
3.65
186.03
185.79
3.69
186.03
185.94
3.80
186.03
185.94
6.30
186.03
186.02
7.80
186.03
186.05
7.85
186.03
186.05
8.01
186.02
186.02
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL184.0
DESIGN CL
LIP OF KERB
EXISTING SURFACE
RIGHT TITLE BOUNDARY
EXISTING SURFACE
CENTRELINE
LEFT TITLE BOUNDARY
EXISTING SURFACE
16
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R16_NSLSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R16_NSLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.051.50 0.600.05 2.502.80
16.00
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
NEWRY STREET
CRUSHED ROCK BACKFILL NEWRY STREET
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
Ch 106.63
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
-8.22
187.62
187.62
-8.15
187.62
187.63
-8.10
187.62
187.63
-6.60
187.62
187.60
-3.80
187.63
187.4
1
-3.69
187.63
187.4
1
-3.65
187.63
187.26
-3.20
187.63
187.30
0.00
187.60
187.4
1
3.20
187.59
187.30
3.65
187.58
187.26
3.69
187.58
187.4
1
3.80
187.58
187.4
1
6.30
187.55
187.4
9
7.80
187.53
187.52
7.85
187.53
187.52
7.89
187.53
187.53
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
Ch 137.28
1 in 50 1 in 15
1 in -30 1 in -301 in 40 1 in 50
-8.59
188.00
188.00
-8.15
187.99
188.07
-8.10
187.99
188.07
-6.60
187.98
188.04
-3.80
187.99
187.85
-3.69
187.99
187.85
-3.65
187.99
187.70
-3.20
187.98
187.74
0.00
187.94
187.85
3.20
187.91
187.74
3.65
187.91
187.70
3.69
187.90
187.85
3.80
187.90
187.85
6.30
187.87
187.91
7.80
187.85
187.94
7.85
187.85
187.94
8.4
918
7.84
187.84
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
Ch 58.75
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
-8.26
186.79
186.79
-8.15
186.79
186.77
-8.10
186.79
186.77
-6.60
186.76
186.74
-3.80
186.69
186.55
-3.69
186.68
186.55
-3.65
186.68
186.4
0
-3.20
186.67
186.4
4
0.00
186.62
186.55
3.20
186.59
186.4
4
3.65
186.58
186.4
0
3.69
186.58
186.55
3.80
186.58
186.55
6.30
186.56
186.63
7.80
186.54
186.66
7.85
186.54
186.67
8.66
186.53
186.53
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
Ch 85.25
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
-8.93
187.4
118
7.4
1
-8.15
187.39
187.28
-8.10
187.39
187.28
-6.60
187.35
187.25
-3.80
187.30
187.07
-3.69
187.30
187.07
-3.65
187.30
186.92
-3.20
187.31
186.96
0.00
187.29
187.06
3.20
187.26
186.96
3.65
187.25
186.92
3.69
187.25
187.07
3.80
187.25
187.07
6.30
187.21
187.15
7.80
187.17
187.18
7.85
187.17
187.18
7.93
187.17
187.17
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
Ch 71.25
1 in 50 1 in 15
1 in -30 1 in -301 in 30 1 in 50
-8.27
187.03
187.03
-8.15
187.03
187.01
-8.10
187.03
187.01
-6.60
187.02
186.98
-3.80
186.96
186.79
-3.69
186.96
186.79
-3.65
186.95
186.64
-3.20
186.95
186.68
0.00
186.88
186.79
3.20
186.83
186.68
3.65
186.82
186.64
3.69
186.82
186.79
3.80
186.82
186.79
6.30
186.79
186.88
7.80
186.78
186.91
7.85
186.78
186.91
8.67
186.77
186.77
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
17
155.00
1 in 50 1 in 15
1 in -30 1 in -301 in 40 1 in 50
-8.88
188.4
418
8.4
4
-8.15
188.4
318
8.32
-8.10
188.4
318
8.32
-6.60
188.4
118
8.29
-3.80
188.37
188.11
-3.69
188.37
188.11
-3.65
188.37
187.96
-3.20
188.36
188.00
0.00
188.29
188.10
3.20
188.21
188.00
3.65
188.20
187.96
3.69
188.20
188.11
3.80
188.19
188.11
6.30
188.13
188.17
7.80
188.12
188.20
7.85
188.12
188.20
8.34
188.12
188.12
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
200.00
1 in 61 in 50 1 in 15
1 in -30 1 in -301 in 40 1 in 50
-9.58
189.62
189.62
-8.15
189.58
189.38
-8.10
189.58
189.38
-6.60
189.54
189.35
-3.80
189.4
618
9.16
-3.69
189.4
618
9.16
-3.65
189.4
618
9.01
-3.20
189.4
418
9.05
0.00
189.36
189.16
3.20
189.27
189.05
3.65
189.25
189.01
3.69
189.25
189.16
3.80
189.25
189.16
6.30
189.17
189.23
7.80
189.14
189.26
7.85
189.14
189.26
8.69
189.12
189.12
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
178.65
1 in 50 1 in 15
1 in -30 1 in -301 in 40 1 in 50
-8.93
188.94
188.94
-8.15
188.92
188.81
-8.10
188.92
188.81
-6.60
188.87
188.78
-3.80
188.82
188.59
-3.69
188.82
188.59
-3.65
188.82
188.4
4
-3.20
188.81
188.4
8
0.00
188.75
188.59
3.20
188.70
188.4
8
3.65
188.69
188.4
4
3.69
188.69
188.59
3.80
188.69
188.59
6.30
188.65
188.66
7.80
188.63
188.69
7.85
188.63
188.69
8.21
188.63
188.63
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R17_NSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R17_NSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.051.50 0.600.05 2.502.80
16.00
I.P. 18
8.198
I.P. 18
9.800
I.P. 18
7.926
I.P. 18
6.048
-3.33% 1.95% -1.89% -3.11% 3.33%DESIGN GRADELINE
50.00VC 50.00VCVC LENGTH
0.00
3.20
11.80
188.91
188.54
188.24
188.34
188.24
188.4
518
8.57
20.00
189.09
188.68
188.37
188.4
818
8.37
188.58
188.72
22.15
189.12
188.72
188.4
118
8.51
188.4
118
8.62
188.76
36.15
189.37
188.95
188.64
188.75
188.64
188.85
188.85
40.00
189.4
118
9.01
188.71
188.81
188.71
188.92
188.87
50.15
189.58
189.18
188.88
188.98
188.88
189.09
189.02
60.00
189.75
189.35
189.04
189.15
189.04
189.25
189.21
60.29
189.76
189.35
189.04
189.15
189.04
189.26
189.22
75.53
190.06
189.61
189.30
189.4
118
9.30
189.51
189.62
78.32
190.12
189.64
80.00
190.18
189.64
80.36
190.19
189.64
85.29
190.4
618
9.63
85.71
190.4
518
9.63
92.02
190.06
189.62
92.4
619
0.05
189.62
95.26
190.00
189.83
189.50
189.61
189.50
189.71
189.66
100.00
189.93
189.81
189.4
918
9.59
189.4
918
9.69
189.4
7
106.91
189.84
189.74
189.4
118
9.52
189.4
118
9.61
189.28
107.91
189.81
189.72
189.39
189.50
189.39
189.60
189.26
110.29
189.75
189.68
189.35
189.4
618
9.35
189.55
189.19
119.4
118
9.51
189.4
918
9.16
189.27
189.16
189.37
189.07
120.00
189.50
189.4
818
9.15
189.26
189.15
189.36
189.06
123.91
189.4
018
9.4
018
9.07
189.18
189.07
189.27
189.03
135.4
118
9.21
189.16
188.83
188.94
188.83
189.04
188.74
139.91
189.12
189.07
188.74
188.85
188.74
188.94
188.65
140.00
189.12
189.07
188.74
188.85
188.74
188.94
188.64
149.4
118
8.94
188.87
188.55
188.65
188.55
188.75
188.4
7
153.91
188.87
188.78
188.4
518
8.56
188.4
518
8.66
188.4
0
159.61
188.77
188.66
188.33
188.4
418
8.33
188.54
188.27
160.00
188.76
188.65
188.33
188.4
318
8.33
188.53
188.26
161.91
188.72
188.61
188.29
188.39
188.29
188.4
918
8.23
166.4
118
8.62
188.52
188.19
188.30
188.19
188.39
188.16
175.91
188.4
018
8.30
187.97
188.08
187.97
188.17
188.03
178.91
188.33
188.23
187.90
188.00
187.90
188.10
187.94
180.00
188.29
188.20
187.87
187.98
187.87
188.07
187.91
184.61
188.13
188.08
187.75
187.86
187.75
187.96
187.75
189.91
187.98
187.94
187.61
187.72
187.61
187.82
187.64
194.91
187.90
187.80
187.4
818
7.58
187.4
818
7.68
187.4
7
200.00
187.78
187.66
187.33
187.4
418
7.33
187.53
187.38
202.4
118
7.69
187.59
187.26
187.37
187.26
187.4
618
7.28
209.4
118
7.4
218
7.38
187.05
187.15
187.05
187.25
187.02
209.61
187.4
118
7.37
187.04
187.15
187.04
187.25
187.01
215.4
118
7.14
187.19
186.86
186.97
186.86
187.06
186.85
220.00
186.96
187.05
186.72
186.83
186.72
186.92
186.78
240.00
244.96
248.16
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 184
TIERRA CIRCUIT
LEFT TITLE BOUNDARY
EXISTING SURFACE
EXISTING SURFACE
CENTRELINE
RIGHT TITLE BOUNDARY
EXISTING SURFACE
LIP OF KERB
DESIGN CL
TRUE LEFT & RIGHT ARE IN
THE DIRECTION OF THE
INCREASING CHAINAGE.
LONGITUDINAL SECTION
SCALE HORIZONTAL 1:500
VERTICAL 1:5000
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
TIERRA CIRCUIT
CRUSHED ROCK BACKFILL
Ch 36.15
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
1 in 6
-8.15
188.85
188.85
-8.10
188.85
188.85
-6.60
188.88
188.82
-3.80
188.86
188.75
-3.69
188.84
188.75
-3.65
188.83
188.60
-3.20
188.81
188.64
0.00
188.97
188.75
3.20
189.13
188.64
3.65
189.15
188.60
3.69
189.16
188.75
3.80
189.16
188.75
6.30
189.29
188.92
7.80
189.36
188.95
7.85
189.37
188.95
11.04
189.4
818
9.4
8
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
Ch 50.15
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
1 in 6
-8.57
189.02
189.02
-8.15
189.02
189.09
-8.10
189.02
189.09
-6.60
189.05
189.06
-3.80
189.10
188.99
-3.69
189.09
188.99
-3.65
189.09
188.84
-3.20
189.07
188.88
0.00
189.09
188.98
3.20
189.29
188.88
3.65
189.32
188.84
3.69
189.32
188.99
3.80
189.33
188.99
6.30
189.4
918
9.15
7.80
189.58
189.18
7.85
189.58
189.18
11.05
189.72
189.72
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
Ch 11.80
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
1 in 6
-8.81
188.56
188.56
-8.15
188.57
188.4
5
-8.10
188.57
188.4
5
-6.60
188.61
188.4
2
-3.80
188.67
188.35
-3.69
188.67
188.35
-3.65
188.68
188.20
-3.20
188.69
188.24
0.00
188.66
188.34
3.20
188.77
188.24
3.65
188.79
188.20
3.69
188.79
188.35
3.80
188.79
188.35
6.30
188.87
188.51
7.80
188.91
188.54
7.85
188.91
188.54
10.50
188.98
188.98
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
18
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R18_TCLSXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R18_TCLSXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
6.40 0.60 1.50 0.051.50 0.600.05 2.502.80
16.00
Ch 75.53
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
1 in 6
-8.82
189.62
189.62
-8.15
189.62
189.51
-8.10
189.62
189.51
-6.60
189.62
189.4
8
-3.80
189.67
189.4
1
-3.69
189.67
189.4
1
-3.65
189.67
189.26
-3.20
189.69
189.30
0.00
189.81
189.4
1
3.20
189.93
189.30
3.65
189.94
189.26
3.69
189.94
189.4
1
3.80
189.94
189.4
1
6.30
190.00
189.58
7.80
190.06
189.61
7.85
190.06
189.61
11.23
190.17
190.17
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
Ch 95.26
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-8.16
189.66
189.66
-7.85
189.66
189.71
-7.80
189.66
189.71
-6.30
189.66
189.68
-3.80
189.67
189.61
-3.69
189.68
189.61
-3.65
189.68
189.4
6
-3.20
189.69
189.50
0.00
189.83
189.61
3.20
189.91
189.50
3.65
189.92
189.4
6
3.69
189.92
189.61
3.80
189.92
189.61
6.60
189.97
189.80
8.10
190.00
189.83
8.15
190.00
189.83
9.22
190.01
190.01
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL188.0
Ch 119.41
1 in -6
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-9.99
189.01
189.01
-7.85
189.07
189.37
-7.80
189.08
189.37
-6.30
189.11
189.34
-3.80
189.24
189.27
-3.69
189.25
189.27
-3.65
189.26
189.12
-3.20
189.28
189.16
0.00
189.36
189.27
3.20
189.4
318
9.16
3.65
189.4
318
9.12
3.69
189.4
318
9.27
3.80
189.4
418
9.27
6.60
189.4
918
9.4
6
8.10
189.51
189.4
9
8.15
189.51
189.4
9
8.29
189.52
189.52
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
Ch 153.91
1 in -6
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-9.61
188.36
188.36
-7.85
188.4
018
8.66
-7.80
188.4
018
8.65
-6.30
188.4
318
8.62
-3.80
188.4
718
8.56
-3.69
188.4
718
8.56
-3.65
188.4
718
8.4
1
-3.20
188.4
918
8.4
5
0.00
188.58
188.56
3.20
188.69
188.4
5
3.65
188.71
188.4
1
3.69
188.71
188.56
3.80
188.71
188.56
6.60
188.81
188.75
8.10
188.87
188.78
8.15
188.87
188.78
8.84
188.89
188.89
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL187.0
Ch 175.91
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-8.96
187.99
187.99
-7.85
188.03
188.17
-7.80
188.03
188.17
-6.30
188.06
188.14
-3.80
188.11
188.08
-3.69
188.11
188.08
-3.65
188.11
187.93
-3.20
188.12
187.97
0.00
188.18
188.08
3.20
188.26
187.97
3.65
188.27
187.93
3.69
188.27
188.08
3.80
188.27
188.08
6.60
188.35
188.27
8.10
188.4
018
8.30
8.15
188.4
018
8.30
8.89
188.4
218
8.4
2
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
Ch 194.91
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-9.22
187.4
518
7.4
5
-7.85
187.4
718
7.68
-7.80
187.4
718
7.68
-6.30
187.51
187.65
-3.80
187.59
187.59
-3.69
187.60
187.59
-3.65
187.60
187.4
4
-3.20
187.61
187.4
8
0.00
187.69
187.58
3.20
187.79
187.4
8
3.65
187.81
187.4
4
3.69
187.81
187.59
3.80
187.81
187.59
6.60
187.87
187.77
8.10
187.89
187.80
8.15
187.90
187.80
8.84
187.92
187.92
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL186.0
Ch 215.41
1 in 50 1 in 401 in -30 1 in -30
1 in 151 in 50
-9.08
186.86
186.86
-7.85
186.85
187.06
-7.80
186.85
187.06
-6.30
186.88
187.03
-3.80
186.90
186.97
-3.69
186.90
186.97
-3.65
186.91
186.82
-3.20
186.91
186.86
0.00
186.95
186.97
3.20
187.01
186.86
3.65
187.02
186.82
3.69
187.02
186.97
3.80
187.02
186.97
6.60
187.09
187.16
8.10
187.13
187.19
8.15
187.14
187.19
8.4
218
7.14
187.14
OFFSET
EXISTING
SURFACE
DESIGN
SURFACE
DATUM RL185.0
TIERRA CIRCUIT
VERTICAL 1:50
SCALE HORIZONTAL 1:100
CROSS SECTIONS
00
00
1
0.5
2
1
1:100
1:50
2
1
4
2
8
4
CRUSHED ROCK BACKFILL
TIERRA CIRCUIT
BO
UN
DA
RY
TIT
LE
WESTER
N
BO
UN
DA
RY
TIT
LE
EA
STER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
BO
UN
DA
RY
TIT
LE
SO
UT
HER
N
BO
UN
DA
RY
TIT
LE
NO
RT
HER
N
19
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R19_TCXS.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R19_TCXS.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
2.20
1.9
0
1.65
1.6
5
PIT
No.LENGTH WIDTH
INLET
INVERT DIA
OUTLET
INVERT DIA
TOP
PIT RL
DEPTH
INVERTPIT DESCRIPTION REMARKS
PIT SCHEDULE
15 16 17 18 19 20
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP ACROSS PIT IS LESS THAN 50mm.
ALL HAUNCHED PITS TO BE 900mm x 600mm.
OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED IN THE PIT SCHEDULE. TOP OF PIT OPENING FOR
EACH SIDE OF PIPE OUTSIDE DIAMETER, INCLUDING ANGULAR PIPE ENTRY TO PIT. MINIMUM DIMENSIONS
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS MUST ALLOW 50mm CLEARANCE
SCHEDULE NOTES:-
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
20
PIT 2 DETAILSSCALE 1:50
PIT 3 DETAILSSCALE 1:50
178.0
1050 RRJ
1 in 146
1.86m3/s
2.26m3/s
L=8.557m
2.61m/s
184.4
98
184.4
98
-44.718
181.806
181.806
2.692
2.692
182.533
1
1050 RRJ
1 in 225
1.88m3/s
1.82m3/s
L=20.768m
2.10m/s
184.578
184.290
-36.161
181.865
181.925
2.4
26
2.366
182.643
182.695
182.705
2
900 RRJ
1 in 208
1.10m3/s
1.26m3/s
L=23.403m
1.97m/s
184.794
184.601
-15.392
182.017
182.167
2.584
2.4
34
182.871
182.990
3
1 15
0m
m IL 18
2.32
182.804
29.4
20
900 RRJ
1 in 47.1
1.11m3/s
2.64m3/s
L=24.038m
4.15m/s
185.126
184.823
8.010
182.279
182.339
2.544
2.4
84
183.050
183.176
183.172
4
750 RRJ
1 in 83.8
0.97m3/s
1.22m3/s
L=25.142m
2.75m/s
185.345
185.102
32.049
182.850
182.900
2.252
2.202
183.4
73
183.510
5
750 RRJ
1 in 124
0.65m3/s
1.00m3/s
L=24.843m
2.26m/s
185.533
185.326
57.191
183.200
183.250
2.126
2.076
183.809
183.872
6
750 RRJ
1 in 105
0.64m3/s
1.09m3/s
L=52.515m
2.46m/s
185.721
185.564
82.033
183.4
50
183.500
2.114
2.064
183.951
183.985
7
750 RRJ
1 in 115
0.63m3/s
1.04m3/s
L=11.502m
2.35m/s
186.347
186.068
134.548
184.000
184.050
2.068
2.018
184.4
97
184.575
8
750 RRJ
1 in 168
0.63m3/s
0.86m3/s
L=8.408m
1.94m/s
186.4
47
186.350
146.050
184.150
184.200
2.200
2.150
184.642
184.711
9
675 RRJ
1 in 55.2
0.50m3/s
1.13m3/s
L=11.630m
3.16m/s
186.551
186.362
154.4
58
184.250
184.300
2.112
2.062
184.740
184.846
184.841
10
180.0
675 RRJ
1 in 79.6
0.49m3/s
0.94m3/s
L=58.016m
2.63m/s
186.519
186.308
166.089
184.511
184.571
1.798
1.738
184.959
185.031
11
675 RRJ
1 in 26
0.45m3/s
1.65m3/s
L=11.689m
4.61m/s
188.020
187.664
224.105
185.300
185.350
2.364
2.314
185.744
185.830
185.828
12
675 RRJ
1 in 24.3
0.44m3/s
1.70m3/s
L=8.518m
4.76m/s
188.516
188.362
235.794
185.800
185.850
2.562
2.512
186.223
186.278
13
182.0
600 RRJ
1 in 39.9
0.43m3/s
0.97m3/s
L=73.751m
3.44m/s
188.629
188.4
15244.312
186.200
186.250
2.215
2.165
186.619
186.821
186.779
14
190.183
190.009
318.062
188.100
1.909
188.530
188.612
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
184.0
525 RRJ
1 in 60.5
0.38m3/s
0.55m3/s
L=39.305m
2.56m/s
190.183
190.009
318.062
188.100
188.150
1.909
1.859
188.530
188.612
525 RRJ
1 in 85
0.35m3/s
0.47m3/s
L=25.515m
2.16m/s
190.675
190.521
357.368
188.800
188.850
1.721
1.671
189.219
189.283
525 RRJ
1 in 77.3
0.33m3/s
0.49m3/s
L=11.601m
2.26m/s
191.287
191.098
382.882
189.150
189.200
1.948
1.898
189.549
189.638
189.638
525 RRJ
1 in 84.6
0.33m3/s
0.47m3/s
L=8.461m
2.16m/s
191.726
191.446
394.4
83
189.350
189.4
00
2.096
2.046
189.742
189.823
525 RRJ
1 in 29.2
0.29m3/s
0.80m3/s
L=11.676m
3.68m/s
191.912
191.447
402.944
189.500
189.550
1.947
1.897
189.890
190.032
190.032
192.076
191.768
414.620
189.950
1.818
190.315
190.792
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
PIPE AND MAKE GOOD
23 GRATED ENTRY PIT (B2) 900 600 184.71 375 184.66 375 186.10 1.44 GAA STD DWG 012 CONNECT EXISTING
183.83 300
22 GRATED ENTRY PIT (B2) 900 600 183.75 375 183.70 375 185.60 1.90 GAA STD DWG 012
183.78 300
21 GRATED ENTRY PIT (B2) 900 600 183.30 375 183.25 375 185.15 1.90 GAA STD DWG 012
EXISTING PIPE AND MAKE GOOD
20 GRATED ENTRY PIT (B2) 900 900 190.00 525 189.95 525 191.77 1.82 GAA STD DWG 012 (HAUNCHED) CONNECT
19 GRATED ENTRY PIT (B2) 900 900 189.55 525 189.50 525 191.45 1.95 GAA STD DWG 012 (HAUNCHED)
18 GRATED ENTRY PIT (B2) 900 900 189.40 525 189.35 525 191.45 2.10 GAA STD DWG 012 (HAUNCHED)
189.38 300
17 GRATED ENTRY PIT (B2) 900 900 189.20 525 189.15 525 191.10 1.95 GAA STD DWG 012 (HAUNCHED)
189.09 300
16 JUNCTION PIT 900 900 188.85 525 188.80 525 190.52 1.72 GAA STD DWG 014 (HAUNCHED)
188.59 375
15 GRATED ENTRY PIT (B2) 900 900 188.15 525 188.10 600 190.01 1.91 GAA STD DWG 012 (HAUNCHED)
14 GRATED ENTRY PIT (B2) 900 900 186.25 600 186.20 675 188.42 2.22 GAA STD DWG 012 (HAUNCHED)
13 GRATED ENTRY PIT (B2) 900 900 185.85 675 185.80 675 188.36 2.56 GAA STD DWG 012 (HAUNCHED)
185.53 300
12 GRATED ENTRY PIT (B2) 900 900 185.35 675 185.30 675 187.66 2.36 GAA STD DWG 012 (HAUNCHED)
184.89 300
11 GRATED ENTRY PIT (B2) 900 900 184.57 675 184.51 675 186.31 1.80 GAA STD DWG 012 (HAUNCHED)
184.70 300
10 GRATED ENTRY PIT (B2) 900 900 184.30 675 184.25 750 186.36 2.11 GAA STD DWG 012 (HAUNCHED)
9 GRATED ENTRY PIT (B2) 900 900 184.20 750 184.15 750 186.35 2.20 GAA STD DWG 012 (HAUNCHED)
8 GRATED ENTRY PIT (B2) 900 900 184.05 750 184.00 750 186.07 2.07 GAA STD DWG 012 (HAUNCHED)
184.14 300
7 GRATED ENTRY PIT (B2) 900 900 183.50 750 183.45 750 185.56 2.11 GAA STD DWG 012 (HAUNCHED)
183.40 600
6 GRATED ENTRY PIT (B2) 900 900 183.25 750 183.20 750 185.33 2.13 GAA STD DWG 012 (HAUNCHED)
183.06 450
182.99 525
5 JUNCTION PIT 900 1050 182.90 750 182.85 900 185.10 2.25 GAA STD DWG 014 (HAUNCHED)
4 GRATED ENTRY PIT (B2) 900 1050 182.34 900 182.28 900 184.82 2.54 GAA STD DWG 012 (HAUNCHED)
182.25 750
3 GRATED ENTRY PIT (B2) 1800 1500 182.17 900 182.02 1050 184.60 2.58 REFER TO DETAIL (INSET)
2 JUNCTION PIT 1350 1350 181.93 1050 181.87 1050 184.29 2.43 REFER TO DETAIL (INSET)
1 END PIPE 181.81 1050 184.50 2.69 CONNECT TO FUTURE PIPE
CLASS 4
CLASS 4 CLASS 4 CLASS 4
DRAINAGE LONGDITUDINAL SECTIONS 1
178.0
300 RRJ
1 in 73.3
0.01m3/s
0.11m3/s
L=8.707m
1.60m/s
185.4
69
185.150
0.000
183.250
183.781
1.900
1.369
183.507
183.555
183.847
21
185.353
185.187
8.707
183.900
1.287
183.982
183.992
74
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R20_DRN1.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R20_DRN1.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
900Ø
1050Ø
750Ø
IL182.25
IL182.17
IL182.02
Pipe InvertPipe Invert
Pipe InvertPipe Invert
Pipe InvertPipe Invert
5836470.824N
332057.772E
5836469.750N
3222056.901E
5836470.203N
322055.867E
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
PIT
No.LENGTH WIDTH
INLET
INVERT DIA
OUTLET
INVERT DIA
TOP
PIT RL
DEPTH
INVERTPIT DESCRIPTION REMARKS
PIT SCHEDULE
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
21
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
ACROSS PIT IS LESS THAN 50mm.
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP
HAUNCHED PITS TO BE 900mm x 600mm.
IN THE PIT SCHEDULE. TOP OF PIT OPENINGFOR ALL
MINIMUM DIMENSIONS OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED
INCLUDING ANGULAR PIPE ENTRY TO PIT.
MUST ALLOW 50mm CLEARANCE EACH SIDE OF PIPE OUTSIDE DIAMETER,
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS
SCHEDULE NOTES:-
178.0
375 RRJ
1 in 73.8
0.12m3/s
0.20m3/s
L=32.847m
1.85m/s
184.935
184.852
0.000
182.380
182.805
2.4
72
2.047
183.004
183.103
71
375 RRJ
1 in 83.5
0.10m3/s
0.19m3/s
L=33.404m
1.74m/s
185.4
69
185.150
32.847
183.250
183.300
1.900
1.850
183.507
183.555
21
375 RRJ
1 in 32.4
0.06m3/s
0.31m3/s
L=29.609m
2.79m/s
185.965
185.602
66.251
183.700
183.750
1.902
1.852
183.928
183.965
22
186.4
31
186.101
95.859
184.664
1.437
184.845
184.958
23
179.0
300 RRJ
1 in 76.1
0.02m3/s
0.11m3/s
L=9.508m
1.57m/s
185.965
185.602
0.000
183.700
183.825
1.902
1.777
183.928
183.965
22
300 RRJ
1 in 115
0.02m3/s
0.09m3/s
L=11.498m
1.28m/s
185.919
185.670
9.508
183.950
184.000
1.720
1.670
184.065
184.069
184.098
24
300 RRJ
1 in 122
0.02m3/s
0.09m3/s
L=8.529m
1.24m/s
185.980
185.839
21.007
184.100
184.150
1.739
1.689
184.210
184.212
184.250
25
300 RRJ
1 in 96.8
0.01m3/s
0.10m3/s
L=12.579m
1.39m/s
186.085
185.861
29.535
184.220
184.270
1.641
1.591
184.330
184.340
184.342
2618
6.4
08
186.091
42.114
184.4
00
1.691
184.4
84
184.4
95
27
177.0
525 RRJ
1 in 200
0.09m3/s
0.30m3/s
L=8.655m
1.41m/s
185.345
185.102
-17.161
182.850
182.985
2.252
2.117
183.4
73
183.510
5
1 15
0m
m IL 18
2.39
183.119
-2.4
57
450 RRJ
1 in 200
0.09m3/s
0.20m3/s
L=8.506m
1.27m/s
185.202
185.078
-8.506
183.028
183.088
2.050
1.990
183.512
183.538
183.532
28
450 RRJ
1 in 200
0.10m3/s
0.20m3/s
L=34.697m
1.27m/s
185.183
185.001
0.000
183.130
183.190
1.871
1.811
183.539
183.587
183.577
29
184.693
184.693
34.697
183.364
1.330
183.600
183.651
30
178.0
1 15
0m
m IL 18
2.61
183.4
27
35.683
375 RRJ
1 in 129
0.10m3/s
0.15m3/s
L=66.327m
1.40m/s
184.693
184.693
34.697
183.364
183.4
24
1.330
1.270
183.600
183.651
183.644
30
300 RRJ
1 in 87.6
0.07m3/s
0.10m3/s
L=58.094m
1.46m/s
185.244
185.244
101.024
183.937
184.012
1.307
1.232
184.170
184.222
31
1 15
0m
m IL 18
4.54
185.130
207.608
300 RRJ
1 in 124
0.04m3/s
0.09m3/s
L=49.434m
1.23m/s
185.950
185.950
159.118
184.676
184.736
1.274
1.214
184.878
184.959
32
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=15.285m
0.97m/s
186.623
186.623
208.552
185.133
185.193
1.490
1.430
185.290
185.339
185.332
33
186.4
61
186.4
61
223.837
185.269
1.19
118
5.360
185.373
34
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 180.0
300 RRJ
1 in 25.7
0.01m3/s
0.19m3/s
L=10.721m
2.70m/s
186.623
186.623
0.000
185.133
185.193
1.490
1.430
185.290
185.339
185.332
33
186.816
186.816
10.721
185.610
1.206
185.675
185.679
35
178.0
2 225
mm IL 18
2.23
183.237
5.564
450 RRJ
1 in 28.8
0.05m3/s
0.53m3/s
L=53.389m
3.34m/s
185.345
185.102
0.000
182.850
183.060
2.252
2.042
183.4
73
183.510
5
300 RRJ
1 in 42
0.02m3/s
0.15m3/s
L=41.976m
2.11m/s
186.192
186.192
53.389
184.911
184.971
1.280
1.220
185.065
185.075
36
186.964
186.964
95.365
185.970
0.994
186.087
186.126
37
178.0
2 225
mm IL 18
3.02
183.580
-11.988
600 RRJ
1 in 46.1
0.32m3/s
0.90m3/s
L=11.533m
3.20m/s
185.533
185.326
-20.049
183.200
183.4
00
2.126
1.926
183.809
183.872
6
600 RRJ
1 in 85.2
0.32m3/s
0.67m3/s
L=8.516m
2.35m/s
185.737
185.672
-8.516
183.650
183.700
2.022
1.972
184.022
184.069
38
600 RRJ
1 in 32.9
0.31m3/s
1.07m3/s
L=18.081m
3.79m/s
185.806
185.689
0.000
183.800
183.850
1.889
1.839
184.168
184.339
184.303
39
186.167
186.032
18.081
184.4
00
1.632
184.763
184.779
40
52 JUNCTION PIT 900 600 186.935 300 188.137 1.202 GAA STD DWG 014
51 JUNCTION PIT 900 600 187 300 188.665 1.665 GAA STD DWG 014
50 JUNCTION PIT 900 600 186.9 300 186.85 300 188.444 1.594 GAA STD DWG 014
186.812 300
49 JUNCTION PIT 900 600 186.812 300 186.752 300 188.371 1.619 GAA STD DWG 014
48 JUNCTION PIT 900 600 186.533 300 186.473 300 187.758 1.285 GAA STD DWG 014
47 JUNCTION PIT 900 600 185.312 300 185.252 300 186.524 1.272 GAA STD DWG 014
EXISTING PIPE AND MAKE GOOD
46 GRATED ENTRY PIT (B2) 900 900 186.57 600 186.52 600 188.408 1.888 GAA STD DWG 012 (HAUNCHED) CONNECT
45 GRATED ENTRY PIT (B2) 900 900 186.45 600 186.4 600 188.39 1.99 GAA STD DWG 012 (HAUNCHED)
44 GRATED ENTRY PIT (B2) 900 900 186.29 600 186.24 600 188.127 1.887 GAA STD DWG 012 (HAUNCHED)
43 JUNCTION PIT 900 900 186.15 600 186.1 600 187.91 1.81 GAA STD DWG 014 (HAUNCHED)
42 JUNCTION PIT 900 900 185.8 600 185.75 600 187.454 1.704 GAA STD DWG 014 (HAUNCHED)
185.957 300
41 GRATED ENTRY PIT (B2) 900 900 185.7 600 185.65 600 187.381 1.731 GAA STD DWG 012 (HAUNCHED)
184.75 300
40 JUNCTION PIT 900 900 184.45 600 184.4 600 186.032 1.632 GAA STD DWG 014 (HAUNCHED)
39 GRATED ENTRY PIT (B2) 900 900 183.85 600 183.8 600 185.689 1.889 GAA STD DWG 012 (HAUNCHED)
38 GRATED ENTRY PIT (B2) 900 900 183.7 600 183.65 600 185.672 2.022 GAA STD DWG 012 (HAUNCHED)
EXISTING PIPE AND MAKE GOOD
37 JUNCTION PIT 600 600 186.02 300 185.97 300 186.964 0.994 GAA STD DWG 014 CONNECT
36 JUNCTION PIT 900 600 184.971 300 184.911 450 186.192 1.28 GAA STD DWG 014
35 JUNCTION PIT 900 600 185.61 300 186.816 1.206 GAA STD DWG 014
34 JUNCTION PIT 900 600 185.269 300 186.461 1.191 GAA STD DWG 014
185.193 300
33 JUNCTION PIT 900 600 185.193 300 185.133 300 186.623 1.49 GAA STD DWG 014
32 JUNCTION PIT 900 600 184.736 300 184.676 300 185.95 1.274 GAA STD DWG 014
31 JUNCTION PIT 900 600 184.012 300 183.937 375 185.244 1.307 GAA STD DWG 014
30 JUNCTION PIT 900 600 183.424 375 183.364 450 184.693 1.33 GAA STD DWG 014
29 JUNCTION PIT 900 600 183.19 450 183.13 450 185.00 1.87 GAA STD DWG 014
28 JUNCTION PIT 900 600 183.09 450 183.03 525 185.08 2.05 GAA STD DWG 014
27 GRATED ENTRY PIT (B2) 900 600 184.40 300 186.09 1.69 GAA STD DWG 012
26 GRATED ENTRY PIT (B2) 900 600 184.27 300 184.22 300 185.86 1.64 GAA STD DWG 012
25 GRATED ENTRY PIT (B2) 900 600 184.15 300 184.10 300 185.84 1.74 GAA STD DWG 012
24 GRATED ENTRY PIT (B2) 900 600 184.00 300 183.95 300 185.67 1.72 GAA STD DWG 012
CLASS 4CLASS 4 CLASS 4
CLASS 4
DRAINAGE LONGDITUDINAL SECTIONS 2 E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R21_DRN2.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R21_DRN2.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
1.5
0
1.35
PIT
No.LENGTH WIDTH
INLET
INVERT DIA
OUTLET
INVERT DIA
TOP
PIT RL
DEPTH
INVERTPIT DESCRIPTION REMARKS
PIT SCHEDULE
22
PIT 71 DETAILSSCALE 1:50
180.0
600 RRJ
1 in 59.5
0.26m3/s
0.80m3/s
L=71.421m
2.82m/s
186.167
186.032
18.081
184.4
00
184.4
50
1.632
1.582
184.763
184.779
40
600 RRJ
1 in 84.4
0.21m3/s
0.67m3/s
L=4.218m
2.37m/s
187.591
187.381
89.503
185.650
185.700
1.731
1.681
185.979
186.020
41
600 RRJ
1 in 109
0.21m3/s
0.59m3/s
L=32.583m
2.08m/s
187.630
187.4
54
93.720
185.750
185.800
1.704
1.654
186.047
186.054
42
600 RRJ
1 in 168
0.22m3/s
0.47m3/s
L=15.138m
1.68m/s
187.994
187.910
126.303
186.100
186.150
1.810
1.760
186.399
186.4
06
186.4
34
43
600 RRJ
1 in 105
0.22m3/s
0.60m3/s
L=11.569m
2.12m/s
188.363
188.127
141.441
186.240
186.290
1.887
1.837
186.540
186.559
44
600 RRJ
1 in 120
0.20m3/s
0.56m3/s
L=8.387m
1.98m/s
188.673
188.390
153.010
186.4
00
186.4
50
1.990
1.940
186.701
186.733
45
188.819
188.4
08
161.397
186.520
1.888
186.807
186.980
46
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 180.0
2 225
mm IL 18
3.90
184.786
2.900
300 RRJ
1 in 66.9
0.06m3/s
0.12m3/s
L=33.599m
1.67m/s
186.167
186.032
0.000
184.4
00
184.750
1.632
1.282
184.763
184.779
184.903
40
2 225
mm IL 18
4.4
618
5.322
34.601
300 RRJ
1 in 49
0.06m3/s
0.14m3/s
L=56.804m
1.96m/s
186.548
186.524
33.599
185.252
185.312
1.272
1.212
185.4
44
185.545
185.523
47
4 15
0m
m IL 18
6.34
186.749
133.199
300 RRJ
1 in 200
0.04m3/s
0.07m3/s
L=43.805m
0.97m/s
187.766
187.758
90.4
03
186.4
73
186.533
1.285
1.225
186.667
186.743
48
5 15
0m
m IL 18
6.4
0
186.845
137.4
99
300 RRJ
1 in 112
0.01m3/s
0.09m3/s
L=4.293m
1.29m/s
188.354
188.371
134.208
186.752
186.812
1.619
1.559
186.907
186.942
186.937
49
300 RRJ
1 in 90.1
0.01m3/s
0.10m3/s
L=9.014m
1.44m/s
188.4
77
188.4
44
138.501
186.850
186.900
1.594
1.544
186.933
186.937
186.952
50
188.827
188.665
147.516
187.000
1.665
187.061
187.064
51
181.0
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=24.720m
0.97m/s
188.354
188.371
0.000
186.752
186.812
1.619
1.559
186.907
186.942
186.937
49
188.138
188.137
24.720
186.935
1.202
187.019
187.029
52
180.0
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=8.518m
0.97m/s
187.591
187.381
0.000
185.650
185.957
1.731
1.424
185.979
186.020
186.021
41
187.562
187.364
8.518
186.000
1.365
186.066
186.070
53
178.0
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=8.499m
0.97m/s
185.721
185.564
0.000
183.4
50
184.142
2.114
1.422
183.951
183.985
184.210
7
185.545
185.549
8.4
99
184.185
1.365
184.255
184.259
54
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 179.0
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=8.651m
0.97m/s
186.519
186.308
0.000
184.511
184.886
1.798
1.423
184.959
185.031
11
186.4
75
186.298
8.651
184.929
1.369
185.031
185.034
55
180.0
2 15
0m
m IL 18
5.16
185.874
23.718
300 RRJ
1 in 20.5
0.13m3/s
0.21m3/s
L=24.044m
3.02m/s
186.551
186.362
0.000
184.250
184.700
2.112
1.662
184.740
184.846
184.867
10
300 RRJ
1 in 51.6
0.08m3/s
0.13m3/s
L=64.414m
1.90m/s
187.188
187.117
24.044
185.874
185.934
1.243
1.18
3
186.144
186.223
56
182.0
300 RRJ
1 in 62
0.04m3/s
0.12m3/s
L=51.409m
1.74m/s
188.847
188.664
88.4
59
187.182
187.242
1.482
1.422
187.397
187.522
57
300 RRJ
1 in 200
0.00m3/s
0.07m3/s
L=8.480m
0.97m/s
189.917
189.552
139.867
188.071
188.131
1.481
1.421
188.215
188.330
58
189.648
189.534
148.347
188.173
1.361
188.330
59
CLASS 4 CLASS 4
CLASS 4 CLASS 4 CLASS 4
DRAINAGE LONGDITUDINAL SECTIONS 3
82 ENDPIPE 177.77 1050 178.90 1.13 DISCHARGE IN ROAD RESERVE
81 JUNCTION PIT 1200 1200 179.86 1050 179.86 1050 184.67 4.81 GAA STD DWG 014
80 JUNCTION PIT 1200 1200 181.20 1050 181.15 1050 185.80 4.65 GAA STD DWG 014
79 GRATED PIT 1200 1200 181.85 1050 183.69 1.84 GAA STD DWG 014
77 GRATED ENTRY PIT (B2) 900 600 183.19 300 184.55 1.36 GAA STD DWG 012
75 ENDPIPE 184.38 1.05 DISCHARGE TO SED POND
74 GRATED ENTRY PIT (B2) 900 600 183.90 300 185.19 1.29 GAA STD DWG 012
73 END PIPE 182.69 750 184.62 1.93 CONNECT TO EX PIPE
183.03 300
72 GRATED ENTRY PIT (B2) 900 900 182.63 750 182.58 750 184.58 2.00 GAA STD DWG 012 (HAUNCHED)
182.43 750 182.38 750
71 GRATED ENTRY PIT (B2) 1200 1050 182.81 375 184.85 2.47 REFER TO DETAIL (INSET)
70 GRATED ENTRY PIT (B2) 900 600 189.70 300 191.06 1.36 GAA STD DWG 012
69 JUNCTION PIT 900 600 190.02 300 191.23 1.21 GAA STD DWG 014
68 GRATED ENTRY PIT (B2) 900 600 188.63 375 190.00 1.36 GAA STD DWG 012
67 JUNCTION PIT 900 600 186.02 300 187.20 1.19 GAA STD DWG 014
66 JUNCTION PIT 900 600 185.90 300 185.84 300 187.76 1.92 GAA STD DWG 014
65 GRATED ENTRY PIT (B2) 900 600 185.80 300 185.74 300 187.74 2.00 GAA STD DWG 012
64 GRATED ENTRY PIT (B2) 900 600 185.68 300 185.62 300 187.67 2.06 GAA STD DWG 012
63 GRATED ENTRY PIT (B2) 900 600 187.28 300 188.65 1.36 GAA STD DWG 012
62 JUNCTION PIT 900 600 189.09 300 190.31 1.22 GAA STD DWG 014
61 JUNCTION PIT 900 600 188.45 300 188.39 300 189.65 1.26 GAA STD DWG 014
60 JUNCTION PIT 900 600 187.15 300 187.09 300 188.34 1.24 GAA STD DWG 014
59 GRATED ENTRY PIT (B2) 900 600 188.17 300 189.53 1.36 GAA STD DWG 012
58 GRATED ENTRY PIT (B2) 900 600 188.13 300 188.07 300 189.55 1.48 GAA STD DWG 012
187.24 300
57 GRATED ENTRY PIT (B2) 900 600 187.24 300 187.18 300 188.66 1.48 GAA STD DWG 012
185.93 300
56 GRATED ENTRY PIT (B2) 900 600 185.93 300 185.87 300 187.12 1.24 GAA STD DWG 012
55 GRATED ENTRY PIT (B2) 900 600 184.93 300 186.30 1.37 GAA STD DWG 012
54 GRATED ENTRY PIT (B2) 900 600 184.19 300 185.55 1.37 GAA STD DWG 012
53 GRATED ENTRY PIT (B2) 900 600 186.00 300 187.36 1.37 GAA STD DWG 012
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R22_DRN3.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R22_DRN3.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP ACROSS PIT IS LESS THAN 50mm.
ALL HAUNCHED PITS TO BE 900mm x 600mm.
OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED IN THE PIT SCHEDULE. TOP OF PIT OPENING FOR
EACH SIDE OF PIPE OUTSIDE DIAMETER, INCLUDING ANGULAR PIPE ENTRY TO PIT. MINIMUM DIMENSIONS
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS MUST ALLOW 50mm CLEARANCE
SCHEDULE NOTES:-
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
23
181.0
2 15
0m
m IL 18
5.17
185.942
0.781
300 RRJ
1 in 29
0.05m3/s
0.18m3/s
L=33.641m
2.54m/s
187.188
187.117
0.000
185.874
185.934
1.243
1.18
3
186.144
186.223
56
2 15
0m
m IL 18
5.97
187.162
34.630
300 RRJ
1 in 58.9
0.06m3/s
0.13m3/s
L=72.814m
1.78m/s
188.337
188.337
33.641
187.094
187.154
1.242
1.18
2
187.274
187.353
187.336
60
300 RRJ
1 in 50
0.02m3/s
0.14m3/s
L=31.974m
1.94m/s
189.654
189.654
106.4
55
188.391
188.4
51
1.263
1.203
188.575
188.711
61
190.311
190.311
138.4
30
189.091
1.220
189.185
189.202
62
180.0
300 RRJ
1 in 95.8
0.02m3/s
0.10m3/s
L=8.448m
1.40m/s
188.020
187.664
0.000
185.300
185.530
2.364
2.134
185.744
185.830
185.828
12
1 15
0m
m IL 18
5.29
185.708
14.4
22
300 RRJ
1 in 200
0.02m3/s
0.07m3/s
L=11.537m
0.97m/s
187.779
187.674
8.4
48
185.618
185.678
2.056
1.996
185.829
185.833
64
300 RRJ
1 in 200
0.02m3/s
0.07m3/s
L=8.593m
0.97m/s
187.775
187.737
19.985
185.736
185.796
2.001
1.941
185.852
185.856
185.907
65
300 RRJ
1 in 200
0.01m3/s
0.07m3/s
L=23.352m
0.97m/s
187.927
187.763
28.579
185.839
185.899
1.924
1.864
185.954
185.967
185.984
66
187.4
62
187.202
51.930
186.016
1.18
718
6.104
186.115
67
183.0
375 RRJ
1 in 200
0.01m3/s
0.12m3/s
L=8.396m
1.12m/s
190.183
190.009
0.000
188.100
188.590
1.909
1.418
188.530
188.612
188.656
15
190.137
189.996
8.396
188.632
1.363
188.700
188.702
68
184.0
300 RRJ
1 in 51.3
0.03m3/s
0.14m3/s
L=48.085m
1.91m/s
190.675
190.521
0.000
188.800
189.085
1.721
1.436
189.219
189.283
16
191.227
191.227
48.085
190.022
1.205
190.152
190.211
69
184.0
300 RRJ
1 in 26.2
0.01m3/s
0.19m3/s
L=8.493m
2.67m/s
191.287
191.098
0.000
189.150
189.375
1.948
1.723
189.549
189.638
189.638
17
191.12
919
1.061
8.4
93
189.699
1.362
189.780
189.790
70
177.0
750 RRJ
1 in 95.2
0.81m3/s
1.14m3/s
L=12.371m
2.58m/s
184.794
184.601
0.000
182.017
182.250
2.584
2.351
182.871
182.990
3
750 RRJ
1 in 176
0.70m3/s
0.84m3/s
L=26.411m
1.90m/s
184.935
184.852
12.371
182.380
182.4
30
2.4
72
2.4
22
183.004
183.103
71
750 RRJ
1 in 186
0.69m3/s
0.82m3/s
L=11.161m
1.85m/s
184.903
184.580
38.783
182.580
182.630
2.000
1.950
183.166
183.223
72
184.762
184.616
49.943
182.690
1.926
183.251
73
177.0
300 RRJ
1 in 59.3
0.00m3/s
0.13m3/s
L=9.489m
1.78m/s
184.903
184.580
0.000
182.580
183.030
2.000
1.550
183.166
183.223
72
184.778
184.554
9.4
89
183.190
1.364
183.223
77
182.0
300 RRJ
1 in 200
0.00m3/s
0.07m3/s
L=8.512m
0.97m/s
188.847
188.664
0.000
187.182
187.242
1.482
1.422
187.397
187.522
57
188.586
188.645
8.512
187.284
1.361
187.522
187.524
63
177.0
1050 RRJ
1 in 47.1
1.88m3/s
3.98m3/s
L=29.206m
4.60m/s
184.4
07
184.4
07
0.000
181.300
181.300
3.107
3.107
181.808
75
184.602
184.372
29.206
181.920
2.4
52
182.701
183.820
CLASS 4 CLASS 4 CLASS 4CLASS 4 CLASS 4CLASS 4 CLASS 4 CLASS 4 CLASS 4
2
DRAINAGE LONGDITUDINAL SECTIONS 4
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
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
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R23_DRN4.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R23_DRN4.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
SCALE HORIZONTAL 1:500
VERTICAL 1:50
DRAINAGE LONGITUDINAL SECTIONS
00
00
5
0.5
10
1
1:500
1:50
10
1
20
2
40
4
3. PROVIDE BICYCLE SAFE "V" SHAPED CLASS D GRATE (600mm MIN WIDTH).
2. PIT BASE TO BE SHAPED TO MATCH LOWER HALF OF PIPE WHERE DROP ACROSS PIT IS LESS THAN 50mm.
ALL HAUNCHED PITS TO BE 900mm x 600mm.
OF PIT BASE ARE TO BE AS PER SIZES SPECIFIED IN THE PIT SCHEDULE. TOP OF PIT OPENING FOR
EACH SIDE OF PIPE OUTSIDE DIAMETER, INCLUDING ANGULAR PIPE ENTRY TO PIT. MINIMUM DIMENSIONS
1. WHERE PIT HAUNCHING IS REQUIRED, INTERNAL PIT WALL DIMENSIONS MUST ALLOW 50mm CLEARANCE
SCHEDULE NOTES:-
INDICATES 5YR HGL
INDICATES CRUSHED ROCK BACKFILL CLASS 2
INDICATES CRUSHED ROCK BACKFILL CLASS 3
24
DRAINAGE LONGDITUDINAL SECTIONS 5
176.0
1050 RRJ
1 in 1000
1.88m3/s
0.86m3/s
L=150.149m
1.00m/s
182.962
182.962
0.000
181.18
7
181.18
7
1.775
1.775
181.967
177.0
1050 RRJ
1 in 1000
1.88m3/s
0.86m3/s
L=201.217m
1.00m/s
184.672
184.672
150.149
181.337
181.387
3.335
3.285
182.796
182.852
182.850
81
185.801
185.801
351.366
181.588
4.213
183.368
183.690
80
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
177.0
1050 RRJ
1 in 1000
1.88m3/s
0.86m3/s
L=212.036m
1.00m/s
185.801
185.801
351.366
181.588
181.638
4.213
4.163
183.368
183.690
183.634
80
184.287
183.690
563.4
02
181.850
1.840
183.657
79
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 RL18
3.690
82
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R24_DRN5.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R24_DRN5.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED
SCALE 1:500
PLAN
10 5 0 10 20
LENGTHS ARE IN METRES
40
SCALE 1 : 500
North
SIGNAGE & LINEMARKING LEGEND
S1
"GIVE WAY" SIGN (R1-2A)
"NO ROAD" SIGN & "HAZARD" SIGN (G9-18)
S2
S3
S4
"KEEP LEFT" SIGN (R2-3L)
S1
S1
S1
S1
S1
S5
S4
S4
S5
S5
S2
S2
S2
S2
S2
S2
ROUNDABOUT SIGN R1-3
R2-3(L)
R1-2
"STREET NAME" SIGN
NOTE:
WHERE POSSIBLE
STREET NAME SIGN TO MOUNT ON LIGHTING POLE
STREET SIGNS TO HAVE MINIMUM 2 WEDGES
IN THE POLE SLEEVES
REFER HCC SD407 FOR "NO ROAD SIGN"
S1
S6
S7
HAZARD BOARD (D4-1-1)
S5
S6
S6
S6
S6
S7
S4
S7
SHARED FOOTWAY (8-2A)
SHARED FOOTWAY (8-2A) + END (7-4A)
S4
S5
S8
S7S8
S8
S7
S7
S8
S7
S8
S3
S3
S3
S3
S3
S8S7
S7
S8
S7
S7S8
S7S8
S7S8
SIGNAGE AND LINEMARKING PLAN
25
S8
S7
412
415
414413
410411
409408
DRI
VE
TIERRA
CIRCUIT
TR
EE
TO
N
DRI
VE
STREET
NEWRY
TI
ER
RA
CI
RC
UI
T
PORTOFINO
WAY
VA
RA
NASI
TR
EE
TO
N
DRI
VE
459460
461462
442443
444445
446447
448449
458457
456455
419
420
421
433434
435436
437438
439440
441
432
431
430
429428
427426
425424
423
422
450
451
452
453
454
463
464465
466467
468469
470471
472473
474475
476
477478
479
480
481
482
483
484
485
486
487
488
489
E
AHD
-
OF
-
STAGE 4 WHITTLESEA
9365 4
388 C 10
AS SHOWN APR'18 25 P4
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R25_SIGN.dgn
SPIIRE
RGW
RGW
RATHDOWNE ESTATE MUNICIPALITY
REFERENCE
SHEETDATEDATUMSCALE
MELWAY REF.
SURVEY
DESIGN
DRAWN
CHECKEDREMARKSDATE
AM
EN
DM
EN
TS
VER.
29/
06/
20
18
Pl
otte
d:
J:\H9365\Eng\Stage 4\E4_R25_SIGN.dgn
1/19 cato street
hawthorn east, 3123
telephone 8823 2300land surveyors civil engineers
fax no. 8823 2310
406405
404403
402
401
407
BRIGHTON AVENUE
WAS
HI
NG
TO
N
PA
LA
CE
WA
LK
AV
EN
UE
490491
02/07/2018
PS803931Y/S4
CITY OF WHITTLESEAENGINEERING PLANS & SPECIFICATIONS
APPROVED PURSUANT TO SECTION 15 OF THESUBDIVISION ACT 1988
PLAN OF SUBDIVISION No.
DEVELOPMENT ENGINEER DATE APPROVED