Implementation of a One-Stage E cient Global Optimization ...
S E G R EXISTIG O STAGE 5 STAGE 7 V E W Y
5
DRG R401 DETAIL REFER COURTBOWL DRG R401 DETAIL REFER INTERSECTION (APPROX.) SEPTIC TANK EXISTING OFF SITE TO BE REMOVED EXISTING FENCING 3 CRUSHED ROCK DEPTH OF 40mm CLASS VEHICLES 300mm AREA FOR SERVICE TEMPORARY TURNING RETICULATION SEWER AND WATER CONNECTED TO THE RETAINED AND EXISTING HOUSE TO BE DETAILS SHEET 701 FOR TREATMENT, REFER THRESHOLD EDGE STRIP CONCRETE PROVIDE HARD STAND CONCRETE SOAKAGE LINES AREA OF APPROXIMATE REFER DRG 702 PIT BIO-RETENTION OFF SITE TO BE REMOVED EXISTING FENCING BOUNDARY ALONG RESERVE WIRE FENCE PLACE POST AND PICK UP OPEN DRAIN WALL OF PIT 8-10 TO OPENING IN SOUTHERN PROVIDE "V" NOTCH LINE OF ANY TREE BENEATH THE DRIP EXCAVATION IS ENSURE NO OPEN DRAINS AND CLEAN OUT EXISTING 600mm WIDE. 1 IN 3 SLOPE. 100mm HIGH BUND. MATCH. DRAINS TO EXISTING BETWEEN EXCAVATE 23 m 2.45 S 1.80 S 2.60 N PARDALOTE PLACE PENINSULA VIEW 1.80 N 3.60 W 3.00 W 1.00 E 1.00 S 2.30 E 1.80 E SERVICE GAS WATER SEWER SEAGROVE WAY STREET TELECOM 3.60 W 3.00 W 2.50 E POWER 3.60 E 3.10 E NOTE: OFFSETS ARE FROM ROAD RESERVE BOUNDARY 26 26 27 28 29 29 30 30 31 31 32 3 2 33 33 27 . 13 26 . 52 26 . 92 29 . 65 2 8 . 2 0 28 . 15 27 . 69 32 . 16 29 . 99 28 . 60 28 . 52 29 . 21 2 9 . 3 3 28 . 90 31 . 49 30 . 12 30 . 86 30 . 02 29 . 89 29 . 87 29 . 68 29 . 57 29 . 53 30 . 47 29 . 72 29 . 52 29 . 52 30 . 20 29 . 81 29 . 70 29 . 64 29 . 86 29 . 8 8 2 9 . 74 30 . 50 2 9 . 5 8 F S 2 7 . 82 F S 2 7 . 8 7 FS 28 . 26 F S 28 . 4 2 FS 27 . 97 FS 28 . 34 FS 28 . 40 FS 28 . 00 F S 27 . 88 FS 28 . 19 FS 2 8 . 4 1 FS 29 . 08 FS 29 . 52 FS 29 . 32 FS 29 . 60 FS 29 . 81 FS 2 9 . 72 FS 29 . 64 30 . 89 32 . 88 32 . 37 0 50 40 30 20 10 5 N 8 . 00 FS 7 . 98 T 7 . 75 SERVICE OFFSET TABLE Ex60 Ex41 8-1 8-13 8-2 8-3 8-4 8-6 8-5 300 l 450 l 450 l 450 l 220 221 222 223 224 225 226 227 228 229 230 231 232 233 22 5 l P E N I N S U L A V I E W P A R D A L O TE P L A C E S E AG R OV E W AY C H 71 . 31 C H 10 . 84 C H 28 . 54 MS MH IS PROPERTY INLETS PIT 57 . 15 C LT P C H 671 . 18 C H 55 . 9 1 C H 3 7 . 9 1 C H 1 9 . 8 1 C H 4 . 5 7 C H 692 . 85 C H 706 . 73 C H 726 . 50 C H 724 . 05 C H 6 2 4 . 7 8 C H 651 . 18 R OAD WO R K S L I MI TO F 3 m D S E 74 . 6 3 C LT P 668 . 51 C L T P 690 . 55 C LT P 858m² 965m² 813m² 804m² 814m² 898m² 648m² 688m² 712m² RESERVE No. 1 756m² 8 0 . 3 3 51 . 31 5 5 . 9 6 5 8 . 9 9 70 . 41 104 . 13 80 . 75 151 . 16 151 . 30 5 5 1 7 . 70 5 1 5 1 2 8 . 5 9 R 30 3 4 . 5 3 A 10 . 4 9 R 400 . 60 A 10 . 39 A 17 . 2 2 A 17 . 11 1 7 1 7 1 7 41 . 89 3 9 . 1 7 R 38 4 . 60 A 27 . 1 1 6 . 47 R 500 A 26 . 0 1 22 . 1 8 3 4 . 0 5 60 . 8 8 5 3 . 80 47 . 12 44 . 4 5 4 4 . 95 22 19 . 13 18 . 01 18 1 8 . 0 1 2 0 . 0 1 R 4 7 5 A 23 . 22 2 0 . 36 A 16 . 09 R 46 18 18 S T A G E 5 E X I S T I NG S T A G E 7 E X I S T I NG F U T U R E S T AG E 10 NOTE 5 m D S WE T B M A T B M B NOTE E x . 300 l E x . 375 l LEGEND FEATURE PAVING EXISTING BUILDING CUT AREA 150mm - 400mm FILL AREA > 400mm FILL AREA TOP OF BATTER LEVEL FINISHED SURFACE LEVEL EXISTING SURFACE LEVEL LOT RUNOFF DIRECTION TREES TO BE REMOVED TACTILE GROUND SURFACE INDICATORS STREET SIGN PERMANENT SURVEY MARK (PSM) EXTENT OF CUT & FILL EXISTING WATER/ND WATER/GAS/ELEC/TEL MAINS WATER/ND WATER/GAS/ELEC/TEL MAINS EXISTING SEWERAGE PROPOSED SEWERAGE HOUSE CONNECTION EXISTING DRAINAGE MELBOURNE WATER DRAINAGE PROPOSED DRAINAGE DRAWING 102 FOR TBM AND PSM DETAILS REFER NOTE OTHERWISE. MAINTAINED UNLESS SPECIFIED ALL EXISTING VEGETATION MUST BE 101 01 R ph: 03 9524 8888 A B AS SHOWN 1 Glenferrie Road Malvern VIC 3144 2292 www.beveridgewilliams.com.au 4015 SEAGROVE ESTATE STAGE 8, COWES SOUTHERN SUSTAINABLE DEVELOPMENTS BASS COAST SHIRE COUNCIL PS701134V C.WHITE 21.03.12 C.KIRKCALDY B.MUGRIDGE 21.03.12 LAYOUT PLAN ORIGINAL ISSUE 21.03.12 BM CW P1 AMMENDED AS PER BCSC COMMENTS 18.05.12 BM CW P2 App Council Ref No unauthorised copying is permitted. Beveridge Williams & Co. Pty Ltd has granted a licence to the principal to use this document for its intended purpose. COPYRIGHT All rights reserved. ' By Date Description Rev Drawing No Rev App By Date Description Rev Project Drawing Name Title Drawn Designed Date Approved Date Scale Stage No PS Number Beveridge Williams development & environment consultants BW Ref 8\4015-8d.dgn K:\Jobs Data\4015 - Seagrove Estate\_Eng\STAGE E X I S T I NG C U T O FF D R A I N 8-15 NOTE O F P I T E X . 60 . I N S OU T H E R N W A LL E X I S T I NG " V " NO T C H C ONN E C T T O T U R N I NG A R E A . TE M P O R A R Y C U T O FF D R A I N F O R PIT SIZES AMENDED 24.05.2012 BM CW P3 AMENDED AS PER BSCS COMMENTS 13.06.12 BM CW P4 4 m D E 3 00 l 300 l 8-10 P5 AMENDED COURT BOWL LAYOUT 01.08.2012 BM CW 229 AND 230. 221, 225, 226, 227, 228, CONSTRUCTED FOR LOTS DRIVEWAYS TO BE 300 l 300 l 300 l 4 m D E 8-12 8-11 8-7 8-8 8-9 450 l 8-14 AMENDED AS PER BCSC COMMENTS 02.10.12 BM CW P6 1 0 . 4 4 R 40 16 . 30 16 . 00 2 . 67 R 1 2 8 . 85 R 5 R 5 1 . 80 375 l 375 l 375 l 450 l 525 l 8-16 DISPOSE OFF-SITE. FILL. REMOVE ALL SOAKAGE LINES AND THE TANK AND BACKFILL WITH CLEAN AND SOAKAGE LINES, BREAK THE BASE OF THE SEWER RETICULATION, EMPTY TANK FOLLOWING CONNECTION OF HOUSE TO A A 9 m D E CONSTRUCTION ISSUED FOR ISSUED FOR CONSTRUCTION 19.10.12 BM CW B 4 m D E 39 . 5 5 4 5 . 4 4 7436m² 1264m² A 6 . 03 A 6 . 03 827m² 3 7 . 19 A 7 . 30 A 15 . 8 2 5 5 . 3 5 45 . 36 47 . 78 4872m² 4021m² LOT DIMENSIONS UPDATED 13.11.12 BM CW
Transcript of S E G R EXISTIG O STAGE 5 STAGE 7 V E W Y
DRG R401DETAIL REFER
COURTBOWL
DRG R401DETAIL REFERINTERSECTION
(APPROX.)SEPTIC TANK
EXISTING
OFF SITETO BE REMOVEDEXISTING FENCING
3 CRUSHED ROCK DEPTH OF 40mm CLASS
VEHICLES 300mm AREA FOR SERVICE
TEMPORARY TURNING
RETICULATION SEWER AND WATER
CONNECTED TO THE RETAINED AND
EXISTING HOUSE TO BE
DETAILSSHEET 701 FOR TREATMENT, REFER THRESHOLD
EDGE STRIP CONCRETE
PROVIDE
HARD STANDCONCRETE
SOAKAGE LINES AREA OF
APPROXIMATE
REFER DRG 702PITBIO-RETENTION
OFF SITETO BE REMOVED
EXISTING FENCING
BOUNDARYALONG RESERVE WIRE FENCE PLACE POST AND
PICK UP OPEN DRAIN WALL OF PIT 8-10 TO
OPENING IN SOUTHERNPROVIDE "V" NOTCH
LINE OF ANY TREE BENEATH THE DRIP
EXCAVATION IS ENSURE NO
OPEN DRAINS ANDCLEAN OUT EXISTING
600mm WIDE. 1 IN 3 SLOPE.
100mm HIGH BUND.
MATCH.DRAINS TO EXISTING BETWEEN EXCAVATE
23m
2.45 S 1.80 S 2.60 N
PARDALOTE PLACE
PENINSULA VIEW 1.80 N
3.60 W 3.00 W 1.00 E
1.00 S
2.30 E 1.80 E
SERVICE GASWATER SEWER
SEAGROVE WAY
STREET TELECOM
3.60 W 3.00 W 2.50 E
POWER
3.60 E 3.10 E
NOTE: OFFSETS ARE FROM ROAD RESERVE BOUNDARY
2626
27
28
29
29 3
0
30
31
31
32
32
33
33
27.13
26.52
26.92
29.65
28.20
28.15
27.69
32.1629.99
28.60
28.52
29.21 2
9.33
28.90
31.4930.12
30.8630.02
29.89
29.87
29.68
29.57
29.53
30.47
29.72
29.52
29.52
30.20
29.81
29.70
29.64
29.86
29.8829.74
30.50
29.58
FS27.82
FS27.87
FS28.26
FS28.42
FS27.97
FS28.34
FS28.40
FS28.00
FS27.88
FS28.19
FS28.41
FS29.08
FS29.52
FS29.32
FS29.60
FS29.81
FS29.72FS
29.64
30.89
32.88
32.37
0 50403020105
N
8.00
FS7.98
T7.75
SERVICE OFFSET TABLE
Ex60 Ex41
8-1
8-13
8-2
8-3
8-4
8-6
8-5
300ł
450ł
450ł
450ł
220
221
222
223
224
225
226
227
228
229
230231232
233
225ł
PENINSULA VIEW
PA
RD
ALO
TE
PLA
CE
SE
AG
RO
VE W
AY
CH71.31
CH10.84
CH28.54
MSMH IS
PROPERTY INLETSPIT
57.15CLTP
CH671.18
CH55.91
CH37.91
CH19.81
CH4.57
CH692.85
CH706.73
CH726.50
CH724.05
CH624.78 CH651.18
RO
AD
WO
RKS
LIMIT O
F
3m D S E
74.63
CLTP
668.51CLTP
690.55
CLTP
858m†
965m†
813m†
804m†
814m†
898m†
648m†688m† 712m†
RESERVE No. 1 756m†
80.33
51.31
55.96
58.99
70.41
104.13
80.75
151.16
151.30
5
5
17.70
51
51
28.59
R30
3
4.53
A10.49
R400.60
A10.39
A17.22
A17.11
17 17 17
41.89
39.17
R384.60
A27.11
6.47
R500
A26.01
22.18
34.05
60.88
53.80
47.12
44.45
44.9522
19.13
18.01
18
18.01
20.01
R475
A23.22
20.36
A16.09
R46
18
18
STAGE 5EXISTING
STAGE 7EXISTING
FUTURE STAGE 10
NOTE
5m D S W E
TBM A
TBM B
NOTE
Ex. 3
00ł
Ex. 3
75ł
LEGEND
FEATURE PAVING
EXISTING BUILDING
CUT AREA
150mm - 400mm FILL AREA
> 400mm FILL AREA
TOP OF BATTER LEVEL
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
LOT RUNOFF DIRECTION
TREES TO BE REMOVED
TACTILE GROUND SURFACE INDICATORS
STREET SIGN
PERMANENT SURVEY MARK (PSM)
EXTENT OF CUT & FILL
EXISTING WATER/ND WATER/GAS/ELEC/TEL MAINS
WATER/ND WATER/GAS/ELEC/TEL MAINS
EXISTING SEWERAGE
PROPOSED SEWERAGE
HOUSE CONNECTION
EXISTING DRAINAGE
MELBOURNE WATER DRAINAGE
PROPOSED DRAINAGE
DRAWING 102
FOR TBM AND PSM DETAILS REFER
NOTE
OTHERWISE.
MAINTAINED UNLESS SPECIFIED
ALL EXISTING VEGETATION MUST BE
10101R
ph: 03 9524 8888A
B
AS SHOWN1 Glenferrie Road
Malvern VIC 3144
2292www.beveridgewilliams.com.au
4015
SEAGROVE ESTATE STAGE 8, COWES
SOUTHERN SUSTAINABLE DEVELOPMENTS
BASS COAST SHIRE COUNCIL
PS701134V
C.WHITE
21.03.12
C.KIRKCALDY
B.MUGRIDGE
21.03.12
LAYOUT PLAN
ORIGINAL ISSUE 21.03.12 BM CWP1
AMMENDED AS PER BCSC COMMENTS 18.05.12 BM CWP2
App
Council Ref
No unauthorised copying is permitted.
Beveridge Williams & Co. Pty Ltd has granted a licence to the principal to use this document for its intended purpose.
COPYRIGHT All rights reserved. '
ByDateDescriptionRev
Drawing No Rev
AppByDateDescriptionRev
Project
Drawing
Name
Title
Drawn
Designed
Date
Approved
Date
Scale
Stage NoPS Number
Beveridge Williamsdevelopment & environment consultants
BW Ref
8\4015-8d.dgn
K:\Jobs Data\4015 - Seagrove Estate\_Eng\STAGE
EXISTING CUTOFF DRAIN
8-15
NOTE
OF PIT EX. 60.IN SOUTHERN WALL EXISTING "V" NOTCH CONNECT TO TURNING AREA. TEMPORARY CUTOFF DRAIN FOR
PIT SIZES AMENDED 24.05.2012BM CWP3
AMENDED AS PER BSCS COMMENTS 13.06.12 BM CWP4
4m D E
300ł
300ł
8-10
P5 AMENDED COURT BOWL LAYOUT 01.08.2012BM CW
229 AND 230.
221, 225, 226, 227, 228,
CONSTRUCTED FOR LOTS
DRIVEWAYS TO BE
300ł
300ł
300ł
4m D E
8-12
8-11
8-7 8-8
8-9
450ł
8-14
AMENDED AS PER BCSC COMMENTS 02.10.12 BM CWP6
10.44
R40
16.30
16.00 2.67
R12
8.85
R5
R5
1.80
375ł
375ł
375ł
450ł
525ł
8-16
DISPOSE OFF-SITE.
FILL. REMOVE ALL SOAKAGE LINES AND
THE TANK AND BACKFILL WITH CLEAN
AND SOAKAGE LINES, BREAK THE BASE OF
THE SEWER RETICULATION, EMPTY TANK
FOLLOWING CONNECTION OF HOUSE TO
A A
9m D E
CONSTRUCTIONISSUED FOR
ISSUED FOR CONSTRUCTION 19.10.12 BM CW
B
4m D E
39.55
45.44
7436m†
1264m†
A6.03
A6.03
827m†
37.19
A7.30
A15.82
55.35
45.36
47.78
4872m†
4021m†
LOT DIMENSIONS UPDATED 13.11.12 BM CW
peterb
Stamp
08 P3
ph: 03 9524 8888
AS SHOWN1 Glenferrie Road
Malvern VIC 3144
www.beveridgewilliams.com.au
N
0 50403020105
4015
SEAGROVE ESTATE, STAGE 8
COWES, PHILLIP ISLAND
SOUTHERN SUSTAINABLE DEVELOPMENTS
C.WHITE
07.05.12
B.MUGRIDGE
B.MUGRIDGE
07.05.12
P1 ORIGINAL ISSUE 07.05.12 BM CW
App
Project Ref
No unauthorised copying is permitted.
Beveridge Williams & Co. Pty Ltd has granted a licence to the principal to use this document for its intended purpose.
COPYRIGHT All rights reserved. '
ByDateDescriptionRev
Drawing No Rev
AppByDateDescriptionRev
Project
Drawing
Name
Title
Sheet
Drawn
Designed
Date
Approved
Date
Scale
development & environment consultants
Beveridge WilliamsStage 8 Fill Plan.dgn
K:\Jobs Data\4015 - Seagrove Estate\_Eng\STAGE 8\4015
Stage No
FILLFILL
FILL PLAN
NOTES
AMOUNTS OF FILL OF UNKNOWN DEPTH
AREA SHOWN THUS HAS SUBSTANTIAL
AMOUNTS OF FILL
AREA SHOWN THUS HAS SUBSTANTIAL
29.87
FS29.30
(EXISTING SURFACE)
(FINISHED SURFACE)
FILL IN RESERVES IS NOT SHOWN.-
WATER AND SEWER MAIN INFRASTRUCTURE.DRAINAGE, ELECTRICAL, TELECOMMUNICATIONS, MAY BE UNDERTAKEN FOR THE PURPOSES OF LAYING WORKS WITHIN THE EASEMENTS SHOWN ON THIS PLAN DURING THE SUBDIVISION CONSTRUCTION EXCAVATION -
FILLING OF THE LAND.REMOVAL OF TOPSOIL WHICH MAY OCCUR PRIOR TO CONSIDERATION ANY BREACHING, GRUBBING AND THE FILL DEPTHS SHOWN DO NOT TAKE INTO -
THIS PLAN.FILL LESS THAN 150mm IN DEPTH IS NOT SHOWN ON -
WORKS THROUGHOUT THIS SUBDIVISION.KNOWLEDGE OR RECORDS OF ANY OTHER FILLING WILLIAMS AND CO PTY LTD HAS NO FURTHER BEVERIDGE WILLIAMS AND CO PTY LTD. BEVERIDGE WHILE THE SITE IS UNDER THE CONTROL OF
DURING CONSTRUCTION OF THE SUBDIVISION PLACED THE FILL DEPTH SHOWN ON THIS PLAN IS FOR FILL -
NOT SHOWN ON THIS PLAN.CUT AND/OR FILL FOR ANY DRIVEWAY EXCAVATION IS -
DESIGNED SURFACE OF THE ALLOTMENTSTHE FINISHED SURFACE BASED ON THE ENGINEERING B) WILLIAMS & Co P/L JANUARY 2004 ANDTHE EXISTING SURFACE SURVEYED BY BEVERIDGE A)
CALCULATING THE DEPTH BETWEEN:DETERMINED BY THE DEPTH OF FILL CAN BE -
SURFACE LEVELS HAVE BEEN DENOTED AS SUCH:-
METRES.THE CONTOUR LEVELS SHOWN ON THIS PLAN ARE IN -
OF THE SUBDIVISION. SHOWN THUS: THE RELEVANT ALLOTMENTS PRIOR TO CONSTRUCTION REPRESENT THE EXISTING SURFACE (ES) LEVELS ON THE DASHED GREY CONTOURS ON THIS PLAN 2.
CONSTRUCTION OF THE SUBDIVISION. SHOWN THUS:THE RELEVANT ALLOTMENTS FOLLOWING REPRESENT THE FINISHED SURFACE (FS) LEVELS ON THE SOLID BLACK CONTOURS ON THIS PLAN 1.
TWO SETS OF CONTOURS ARE SHOWN ON THIS PLAN:
RESERVE
P2 CORNER LEVELS UPDATED 09.05.12 BM CW
FS32.88
FS32.37
P3 LOT LAYOUT ALTERED 26.10.12 BM CW
233
232231 230
220
222
223
224
225
226
227
228
PLA
CE
PA
RD
ALO
TE
SE
AG
RO
VE W
AY
PENINSULA VIEW
229
221
28.5
28.5
28.5
28.5
29.0
29.0
29.0
29.0
27.5
27.5
27.5
28.0
28.0
28.0
28.0
30.0
30.0
30.0
30.0
30.0
30.0
30.0
31.0
31.0
32.0
31.5
31.5
30.5
30.5
30.5
30.5
30.5
29.5
29.5
29.5
29.5
29.5
29.5
29.5
26.5
26.5
27.0
27.0
27.0
25.5
26.0
26.0
30.5
31.0
31.0
31.5
32.0
32.0
32.529
.5
28.5
28.5
29.0
29.0
29.5
30.0
30.0
30.0
30.5
30.5
32.5
27.13
26.52
26.92
29.65
28.20
28.15
27.69
32.1629.99
28.60
28.52
29.21 29.33
28.90
31.4930.12
30.8630.02
29.89
29.87
29.68
29.57
29.53
30.47
29.72
29.52
29.52
30.20
29.81
29.70
29.64
29.86
29.8829.74
30.50
29.58
FS27.82
FS27.87
FS28.26
FS28.42
FS27.97
FS28.34
FS28.40
FS28.00
FS27.88
FS28.19
FS28.41
FS29.08
FS29.52
FS29.32
FS29.60
FS29.81
FS29.72FS
29.64
30.89
8.00
m
4.00m
8.00m
8.00
m
8.00m
8.00
m
4.24m
8.00
m6.00
m
5.30
m
150 x 150 TEE
8.00m8.00m CURVED PIPE
END OF
CONNECTORSWITH DOUBLE SOCKETR=43.7, USE 3m PIPES
150 x 11.25 DEGREE BEND
4.00
m
BEND90 DEGREE
100x
100 x 11.25 DEGREE BEND
BEND11.25°150 x
BENDDEGREE100 90
LOCATIONDRICEWAY FUTURE
N
232231 230
233
221
220
222
229
228
227
226
225
224
223
2
WASHOUTREMOVE
REDUCER150-10
0
PA
RD
AL
OTE PL
ACE
WA
YSEA
GR
OV
E
PENINSULA VIEW
X
X
VALVE
HY
DR
ANT
EX. VALVE
SPECIFICATIONS.ACCORDING TO WESTERNPORT WATER(DRY TAPPINGS) ARE TO BE INSTALLEDALL PROPERTY SERVICE CONNECTIONSNOTE:
150mm WATERMAIN.
MAKING CONNECTION TO EXISTING
WESTERNPORT WATER PRIOR TO
WORKING DAYS NOTICE TO
NOT LESS THAN FIVE (5) CLEAR
THE CONTRACTOR SHALL PROVIDE
CL16 - 68.2
m
HYDRANT
2.4
5m
3.60m
HY
DR
ANT
VA
LV
E
X
247246
234235236
WATERMAIN DETAIL PLAN
0
DETAIL PLANSCALE 1:500 (A1)
50403020105
3m W S E
FL
AN
GE
PU
DDLE
X
X
CL16 - 2.5
m
CL16 - 77.6m
CONSTRUCTIONISSUED FOR
X
X
X
X
14.3m
CL16PVC-M
27.7
mCL16
PV
C-
M5.9
mCL16
PVC-
M
10.1m
CL16
PVC-M
21.5
m
CL16
PV
C-
M
8.00
m
2.30m
3.00m
3.80
m
4.50m
4.80
m
development & environment consultants
Beveridge Williams
ph : 03 9524 8888
1 Glenferrie Road
Malvern VIC 3144
www.beveridgewilliams.com.au
Phone (03) 5952 2393 Fax (03) 5952 3115
WESTERNPORT WATERTrading name for:
2 Boys Home Road Newhaven 3925
C. KIRKCALDY
C. WHITE
STAGE 8, COWESSEAGROVE ESTATE
A1
Drawn
Scale As Shown
Date
Designed
Checked
DateDetailsRevision App’dDRG. NO.
B. MUGRIDGE
sheet of 2
W394March 2012
A 25.05.12 CW
WESTERNPORT REGION WATER AUTHORITY
ISSUED FOR CONSTRUCTION
B 09.10.12 CWALTERED COURTHEAD SHAPE
neil
Approved
(APPROX.)TANKSEPTIC
CONSTANT 2.5m OFFSETR477.5 I=2.64°
CONNECTIONS. AND CONSRUCT NEW
REMOVE EXISTING END CAPS WORK ON LIVE ASSETS TO
CONTRACTOR AUTHORISED TOWESTERN PORT WATER
OFFSETCONSTANT 1.0m R45.0 I=20.05
OFFSET CONSTANT 1m
R399.6 I=26.10
LINES SOAKAGE AREA OF
APPROXIMATE
LOCATIONDRIVEWAYFUTURE
development & environment consultants
Beveridge Williams
ph : 03 9524 8888
1 Glenferrie Road
Malvern VIC 3144
www.beveridgewilliams.com.au
Phone (03) 5952 2393 Fax (03) 5952 3115
WESTERNPORT WATERTrading name for:
2 Boys Home Road Newhaven 3925
C. KIRKCALDY
C. WHITE
STAGE 8, COWESSEAGROVE ESTATE
A1
Drawn
Scale As Shown
Date
Designed
Checked
DateDetailsRevision App’dDRG. NO.
B. MUGRIDGE
sheet of 3A 25.05.12 CW
S584March 2012
WESTERNPORT REGION WATER AUTHORITY
ISSUED FOR CONSTRUCTION
B 18.06.12 CWBUILDING ENVELOPES REMOVED
C CW04.10.12COURT HEAD MODIFIED
25.5
26.0262
6
27
27
28
28
29
29 3
0
30
31
31
32
32
33
33
2
T13/13/4
T13/16
S
TYPE 4A6.000
TYPE 4A6.000
TYPE 4A6.000
TYPE 4A6.00
0
TYPE 4A6.00
0
TYPE 4
A2.000
TYPE 4
A6.000
TYPE 4
A6.000TYPE 4
A6.000
TYPE 4
A6.000
21.0
15
150 1 in 100
ExIL24.430
IL24.430
IL25.300
IL25.835
IL26.550
ExT13/16
1 in 24.2150
229
228
227
230
233
232
231
222
221
220
223
226
225
224
N
3m DSE
BACK A
BACK A
RL 32.01N 824.80E 985.36STAR PICKETTBM A
RL 30.25N 712.83E 1000.01RM PIPETBM B
RL 28.80N 795.90E 783.51STAR PICKETTBM C
DISPOSE OFF-SITE.SHADED AREA AND EFFLUENT LINES WITHIN FILL. REMOVE ALL BACKFILL WITH CLEAN THE TANK AND BREAK THE BASE OF AND EFFLUENT LINES, EMPTY SEPTIC TANK SEWER RETICULATION, OF HOUSE TO THE FOLLOWING CONNECTION
246
247
234235
236237
5m DSWE
71.15
0
IL25.700
IL25.805
EP13/
13ExT
ExIL24.820
1.00
m
2.50m
0
DETAIL PLANSCALE 1:500 (A1)
50403020105
WARNING
ARE SHOWNGUARANTEE IS GIVEN THAT ALL EXISTING SERVICES
POSITION SHOULD BE PROVEN ON SITE, NO ARE APPROXIMATE ONLY AND THEIR EXACT
THE LOCATIONS OF UNDERGROUND SERVICES BEWARE OF UNDERGROUND SERVICES
SEWER DETAIL PLAN
TYPE 4
A6.000
2.000TYPE 4A
TYPE 4
A1.0
00
CONSTRUCTIONISSUED FOR
(RA
DIUS =75m
)
LIMIT OF
CONTROL
150 1 in 13
6
1.00m
46.97m
26.37
m
BA
CK
A
BACK A
IL 25.335IL 25.365
IL 25.670
68.56
6
T13/13/
1
13.571
T13/
13/2
14.320
T13/13/3
IL 25.700
IL 26.900
IL 26.93
0
IL 27.15
0
23.800
T13/13/2/1
44.520
T13/13/2/2
10.165
T13/13/2/321.9
90
T13/13/2/3S
IL 27.4
50
14.6
70
T13/13/2/2S
150 1 in
100
27.13
26.52
26.92
29.65
28.20
28.15
27.69
32.1629.99
28.60
28.52
29.21 29.33
28.90
31.4930.12
30.8630.02
29.89
29.87
29.68
29.57
29.53
30.47
29.72
29.52
29.52
30.20
29.81
29.70
29.64
29.86
29.8829.74
30.50
29.58
FS27.82
FS27.87
FS28.26
FS28.42
FS27.97
FS28.34
FS28.40
FS28.00
FS27.88
FS28.19
FS28.41
FS29.08
FS29.52
FS29.32
FS29.60
FS29.81
FS29.72FS
29.64
30.89
32.88
32.37
150 1 in 14
815
0 1 in 32.4
TPCH 8.007
IL 26.795
IL 26.765
IL 26.4
65
IL 26.4
35
150 1 in 96.8
IL 26.7
95
150 1 in 22.4
TYPE 4
A
1.000
1.000
TYPE 4A
TYPE 4
AA6.000
TYPE 4
A6.000
neil
Approved
