Post on 09-Oct-2019
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
SHEET N°
29224AVO
OF 3+ 3 ANC
29224AVO
15/12/1519
EXISTING SITE PLAN1:200
NOTE:• RE-PEG BY BUILDER IF REQUIRED.
• STORMWATER DISPOSAL BY BUILDER TO SHIRE &ENGINEER'S REQUIREMENTS.
• EARTHWORKS BY BUILDER.
ENGINEERS NOTES:• ALL DRAWINGS TO BE READ IN CONJUNCTION
WITH ENGINEERS.
• LIMESTONE RETAINING WALLS TO ENGINEERSDETAILS.
• CIVIL DRAWINGS - REFER TO DRAWINGS 1.14.37488C 0100, 0500 & 0700.
• ELECTRICAL DRAWINGS - REFER TO DRAWINGS1.14.37488 E 001, 002 & 003.
• HYDRAULIC DRAWINGS - REFER TO DRAWINGS1.14.37488 H 001 (B) & 002 (B).
90°90°1
150.
48
150.
68
150.
92
151.
17
151.
32
151.
41
150.
26
150.
08
150.
14
149.
80
149.
6415
0.05
150.
25
150.
17149.
85
149.
32
149.
16
149.
23
149.
22
149.
16
149.
15
149.
84
149.
16
149.
11
149.
35
149.
27
149.
72
149.
77149.
89
150.
05
149.
22
149.
21
150.
22
149.
27149.
53
149.
79
149.
75
150.
1014
9.96
150.
5115
0.34
149.
88
149.
41
149.
44
149.
42
150.
67
150.
77
150.
74
149.
60 149.
59
149.
95
150.
80
150.
12
149.
59
149.
71
150.
03
150.
55
150.
45
150.
94
151.
17
151.
15 151.
10
151.
02
150.
86
150.
80
150.
69
150.
78
149.
57
149.
52
149.
85149.
58
149.
59
149.
59149.
88
149.
95
149.
79
149.
74
149.
64
149.
6814
9.05
148.
87
148.
89
148.
94
148.
88
148.
68
148.
65
148.
53
148.
76148.
73148.
68
148.
72
148.
82
148.
98
149.
05
148.
8114
8.75
148.
6814
8.69
148.
68
148.
76
148.
83
148.
85
148.
83
149.
12
149.
29
149.
27
149.
10 148.
89 148.
89 148.
82 148.
83
148.
88
148.
88
148.
89
148.
92
149.
07
148.
73
148.
89
148.
97
149.
06
149.
24
149.
43
149.
3414
9.19 14
9.11
149.
05
149.
10
149.
04
149.
36
149.
45
90°7'43" 89°5
0'55"
64°2
6'5"
115°35'18"
119.
84
50.28
95.9
2
55.69
149.00
149.
00
149.00
149.00
149.00
149.
00
149.0
0
149.
00
149.
00
149.50
149.
50
149.50
149.50
14
9.50
149
.50
149.50
149
.50
149
.50
149
.50
149.
5014
9.5
014
9.5
014
9.5
014
9.5
0
150.00
150.00
150.
00
150.00
150.00
150.00
150.00
150
.00
150.50
150.50150.50
150
.50
150
.50
151.00
151.00
151.
00
PFPF
PF
S P R I N G F I E
L D R O A D
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I, BEN CAMERON MILLAR, Licensed Surveyor certifythat the boundaries indicated on this plan and the surveywere performed in accordance with the provisions of theLICENSED SURVEYORS REGULATIONS 1961.
89
GROUND COVERSANDY / GRASS / WEED
RUBBISH / BUILDING MATERIALS
1012m²
147.400.001.7
SEWER CONNECTION POSITION 'A'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
GASGAS MARKER
GAS VALVE
GAS METER
GV
GM
G
SWAS. WIRE ANCHOR
POWER
PP
CP
LP
SP
LIGHT POLE
STAY POLE
CONSUMER POLE
POWER POLE
U/G CABLE BOX
SERVICE LEGEND
CABLE DOME
CABLE M/H
TELSTRA M/H
TELSTRA PIT
TELSTRA MARKER
TELSTRAT
TEL
SIDE ENTRY PIT
DRAINAGESW MANHOLE
GRATE
IS
IO
INSPECT. SHAFT
SEWER MANHOLE
INSPECT. OPENING
SEWERAGE
HOUSE CONNECTIONHC
WATER METER
WATER MARKER W
M
STOP VALVE
FLUSH POINT
WATER TAP
HYDRANT
WATER
TP
HY
FP
SV
PF
PD
PG
PEG FOUND
SURVEY
PEG DISTURBED
PEG GONE
DATUM
CONTROL POINT
AHD: BM A500SERVICES MARKED CONFIRM REQUIREBUILDER / CLIENT TO CONFIRMPOSITION & / OR AVAILABILITY ON SITE.AHD CONNECTION OBSERVED FROMLANDGATE'S GEODETIC RECORDS.
DMH
LOT
DRAINAGE
>1Km
CO
NF
IRM
NO
SE
RV
ICE
AV
AIL
AB
LE
LO
CA
TE
D
WATER
O/H
U/G
GAS
POWER
TELSTRA
SEWERAGE
LOT RECORDS
SERVICE
STATUS
DISTANCECOASTAL
5005423m²
ESTAB. 09/2014
AREA:LOT:
AREA:
DATUM NAIL 151.27AHD LEVEL
DATUM NAIL 150.16AHD LEVEL
BLOCK KERB
(POOR CONDITION)
LIMESTONE RET. WALL(GOOD CONDITION)
EDGE OF BITUMEN
LIMESTONE RET. WALL(GOOD CONDITION)
TOP 150.34
TOP 151.08
TOP 151.07
TOP 151.10
TOP 150.59TOP 150.58
TOP 150.59
EDGE OF GRAVEL
METALSHED
METALSHED
METALSHED
METALSHED
METALSHED
CO
NC
RE
TE
EN
CA
SE
ME
NT
CO
NC
RE
TE
EN
CA
SE
ME
NT
TOP 150.84
TOP 150.48
TOP 150.47
1.8
m M
ET
AL
FE
NC
E A
TO
PL
IME
ST
ON
E R
ET
. W
ALL
(GO
OD
CO
ND
ITIO
N)
150.
38
150.
85
151.
01
149.
93
149.
75
148.
87
148.
91
148.
8814
8.69
PG
BRICK AND METALRESIDENCEWELL CLEAR
88
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
87
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
86
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
85
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
84
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
81
1158m²
BRICK AND METALRESIDENCEWELL CLEAR
201
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
200
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
123
2719m²VACANT / SANDY
PILES OF SAND
PILES OF SAND
PILES OF SAND
BITUMEN
UNSEALED ROAD
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8m METAL FENCE (GOOD CONDITION)
33b
SUBURB
MAP REF
SURVEYED
This PLAN is current at the Date of Survey, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral boundary POSITION isAPPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including Easements, Caveats, Covenants etc.All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig" for underground services & a site inspection.
TITLE : LOT :
BUILDER REF No DWG No REV
:CLIENT
NOTE
BUILDER AUTHORITY C/T :
:
:
SHEET
1 of 1
:
:
:
SCALE @ A1
www.linkssurveying.com.auW:info@linkssurveying.com.au
(08) 9354 8511P:
E:
1: 200
DP : 402837
SHIRE OF NORTHAM
A
500 SPRINGFIELD ROAD
27429001
NORTHAM21/01/15COUNTRY
5 0 2.5 5 10 15N
HC 'A'
147.270.002.2
SEWER CONNECTION POSITION 'B'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
HC 'B'
147.200.002.4
SEWER CONNECTION POSITION 'C'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
HC 'C'
147.090.002.55
SEWER CONNECTION POSITION 'D'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
HC 'D'
146.980.001.91
SEWER CONNECTION POSITION 'E'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
HC 'E'
FEATURE SURVEY & BOUNDARY IDENTIFICATIONRURAL BUILDING CORURAL BUILDING CO
BA
NK
BO
TT
OM
BA
NK
BO
TT
OM
BA
NK
TO
P
BANK TOP
150
.50
33b SEWER EASEMENTREFER TO DP 402837
1
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
SHEET N°
29224AVO
OF 3+ 3 ANC
29224AVO
15/12/1519
NOTE:• RE-PEG BY BUILDER IF REQUIRED.
• STORMWATER DISPOSAL BY BUILDER TO SHIRE &ENGINEER'S REQUIREMENTS.
• EARTHWORKS BY BUILDER.
• BUILDER TO PROVIDE COLORBOND FENCING &GATES (1800h TYPICAL) AS INDICATED.
• BUILDER TO PROVIDE INDIVIDUAL LETTER BOXESTO UNITS 1-4 AND A BANK OF LETTER BOXES FORTHE REMAINING UNITS WHERE INDICATED.
• PROVIDE BOLLARD LIGHTING AS INDICATED BY
• WATER METER AS MARKED ON PLANS.
ENGINEERS NOTES:• ALL DRAWINGS TO BE READ IN CONJUNCTION
WITH ENGINEERS.
• LIMESTONE RETAINING WALLS TO ENGINEERSDETAILS.
• CIVIL DRAWINGS - REFER TO DRAWINGS 1.14.37488C 0100, 0500 & 0700.
• ELECTRICAL DRAWINGS - REFER TO DRAWINGS1.14.37488 E 001, 002 & 003.
• HYDRAULIC DRAWINGS - REFER TO DRAWINGS1.14.37488 H 001 (B) & 002 (B).
SITE PLAN1:200
FW
FW
FW
DP
DP
DP
DP
DP
DP
DP
DP
DP
FW
FW
FW
DP
DP
DP
DPDP
DP
DP
DP
FW
FW
FW
DPDP
DP
DP
DP
DP
DP
DP
FW
FW
FW
DPDP
DP
DP
DP
DP
DP
DP
FW
FW
FW
DP
DP
DP
DP DP
DPDPDP
FW FW F
WDP
DP
DP
DP
DP DP
DP
DP
FW
FW
FW
DP
DP
DP
DP
DP DP
DP
DP
DP
DP
DP
DP
DP
FW
DP
DP
DP
DP
DP FW
FW
FW
FW
DP
DP
DP
DP
DPDP
DP
DP
FWFWF
W
DP
DP
DP
DP
DPDP
DP
DP
DP
DP
DP
DP
DP
FW
DP
DP
DP
DP
DP FW
FW FW F
W
DP
DP
DP
DP DP
DPDPDP
FWFWF
W
DP
DP
DP
DP
DPDP
DP
DP
2,48
6
1,53
02,
422
936
1,55
2
2,41
61,
531
2,00
0
5,87
53,
815
2,00
0
400
1,00
02,
000
5,20
2
10,1
195,
065
1,003
1,504
6,844
2,500
4,208
6,5001,174
2,500
2,783
5,50
0
300
8,00
030
070
0
4,750
6,844
1,00
02,
000
2,17
0
1,000 1,000
2,00
01,
000
2,17
0
5,97
0
8,79
3
6,1851,000
1,000 1,910 2,054 1,0001,200 1,980
1,000 900
2,49
0
1,49
01,
000
8251,
000
2,00
0
1,500
1,000
2,400 4,756
6,7881,200 1,153 1,000 900
5,580
6,935
5,358
1,000 1,000
1,000
1,200 905
1,000
1,0003,768
1,000
1,2002,171
1,000 9005,768
1,00
0
1,000 910 1,0001,858 1,000
1,00
0
1,2002,170
1,000 900
6,376
5,768
6,375 1,000
1,83
162
04,
750
2,16
8
5,665
4,759
1,0004,500 2,530
9001,0003,265
1,60
61,
570
1,09
51,
631
1,000
150
1,001 1,750 1,000
1,000
3,751
1,00
0
1,56
51,530 1,000
1,00
0
3,750
1,00
0
1,000 6,935
1,000
1,000 1,7391,910
1,0005,648
1,00
01,
000
1,000 1,7391,910
1,000
1,000
1,000
4,753 825
5,770
1,00
0
1,000 1,867 1,0003,867
1,0004,500
1,000 4,500
3,60
055
2
1,000 1,865 1,000
3,865
3,620 5,7801,000
500
1,20
0
1,00
0
5,0805,963
1,000
5,165
6,270
1,0004,500
5,269
5,2715,830
900 1,0003,930
9001,0003,930
5,830
4,253
1,500
22,000
1,00
0
1,000
1,000
954
3,00
03,
000
438 1,095
1,000 1,000
3,003
500
500
500
3,976
10,223
6,011
8,914
6,028
10,098
10,442
R 2,764
R 3,423
ALFRESCO
PORCH
B/PAVED @ -90mm
GA
RA
GE
PORCH
PORCHB/PAVED@ -90mm
PORCHB/PAVED@ -90mm
GA
RA
GE
CO
NC
. @
-50m
m
GA
RA
GE
ALFRESCOB/PAVED @ -90mm
ALFRESCOB/PAVED @ -90mm
CO
NC
. @
-50m
m
CO
NC
. @
-50m
m
SETB
AC
K
S/B
S/B
B/PAVED DRIVE
SETBACK
SETBACK
STCONC.@ 0c
STCONC.@ 0c
STCONC.@ 0c
STCONC.@ 0c
BARRIER KERB (PARKING AREA ONLY)
B
B
B
B
1 2 3 4 5
VISITOR PARKING(5 BAYS)
CARBAY
CA
RB
AY
BITUMEN (RED ASPHALT)
B/PAVED DRIVE
FEATUREB/PAVEDINSERT
SETBACK
SETBACK
CLOTHESLINE
1800h COLORBONDFENCE
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 149.70)
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 148.70)
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 148.50)
STCONC.@ 0c
ALFRESCO
CARPORTCONC. @ -86mm
CARPORTCONC. @ -86mm
PORCHB/PAVED@ -86mm
B/PAVED@ -86mm
PORCHB/PAVED@ -86mm
ALFRESCOB/PAVED@ -86mm
STCONC.@ -0c
CLOTHESLINE
1800h COLORBOND FENCE
S/B
S/B
B/PAVED DRIVE
1800h COLORBONDFENCE
1800h COLORBONDFENCE
B/PAVED DRIVE
B
1200w B/PAVEDPED. PATH
B
ALFRESCO
PORCHB/PAVED@ -90mm
B/PAVED@ -90mm
STCONC.@ 0c
CARPORTCONC. @ -50mm
CARPORTCONC. @ -50mm ST
CONC.@ 0c
B/PAVED DRIVE
B
BITUMEN(RED ASPHALT)
FLUSH KERB
PORCHB/PAVED@ -86mm
ALFRESCOB/PAVED@ -86mm
6.67M
9.06
M
19.06
M
16.67M
FUTURE DEVELOPMENT(UNITS 9 & 10)
FUTURE DEVELOPMENT(UNIT 11)
CLOTHESLINE
1800h COLORBONDFENCE
CARPORTCONC. @ -50mm
STCONC.@ 0c
PORCHB/PAVED@ -86mm
B/PAVED DRIVE
1800h COLORBONDGATE & FENCE
1800h COLORBONDFENCE
CLOTHESLINE
CLOTHESLINE
1000 X 1000B/PAVED BIN PAD
B
STCONC.@ 0c
STCONC.@ 0c
CARPORTCONC. @ -86mm
1800h COLORBONDGATE & FENCE
PORCHB/PAVED @ -86mm
ALF
RE
SC
OB
/PA
VE
D @
-86m
m
PORCHB/PAVED @ -86mm
1000 X 1000B/PAVED BIN PAD
ALF
RE
SC
OB
/PA
VE
D @
-86m
m
CARPORTCONC. @ -50mm
STCONC.@ 0c
PORCHB/PAVED@ -86mm
CARPORTCONC. @ -50mm
STCONC.@ 0c
PORCHB/PAVED@ -86mm
ALFRESCOB/PAVED@ -86mm
CLOTHESLINE
CLOTHESLINE
1800h COLORBONDFENCE
B/PAVED DRIVE
1000 X 1000B/PAVED BIN PAD
1000 X 1000B/PAVED BIN PAD
B
1000 X 1000B/PAVED BIN PAD
1800h COLORBONDFENCE
CLOTHESLINE
CLOTHESLINE
1800h COLORBONDGATE & FENCE
STCONC.@ 0c
STCONC.@ 0c
1800h COLORBONDGATE & FENCE
PORCHB/PAVED @ -86mm
ALF
RE
SC
OB
/PA
VE
D @
-86m
m
PORCHB/PAVED @ -86mm
ALF
RE
SC
OB
/PA
VE
D @
-86m
m
B/PAVED DRIVE
ELEC.M/BOX
FREESTANDINGBANK OF 14 x MSF2
LETTERBOXES
B/PAVEDDRIVE
1800h COLORBOND FENCE
FREESTANDINGAPR2 LETTERBOX
FREESTANDINGAPR2 LETTERBOX
P
ELEC.M/BOX
300w LIMESTONE RETAININGWALL W/- 1800h COLORBONDFENCE OVER
NOMINATED POSITIONOF NEW POWER DOME
1200h FEATURE POST& RAIL FENCE(REFER TO DETAIL)
1200h (14c) X 230w RENDERED BRICKFEATURE ESTATE SIGNAGE W/-"MORTLOCK GARDENS" LETTERING
ELEC.M/BOX
HEATPUMP
MAINS POWERSUB BOARD
(INC/ COMMONSERVICE METER)
WATER METER(COMMON SERVICES)
WM (UNIT 2)
WM(UNIT 1)
WM (UNIT 3)
WM (UNIT 4)
WM (UNIT 5)
WM (UNIT 6)
WM (UNIT 7)
WM (UNIT 8)
WM (UNIT 12)
WM (UNIT 15)
WM (UNIT 16)
WM (UNIT 13)
WM (UNIT 14)
WM (UNIT 17)
WM (UNIT 18)
EA
SE
ME
NT
B/PAVED CROSSOVERTO COUNCIL REQ'S
B/PAVED CROSSOVERTO COUNCIL REQ'S
BITUMEN CROSSOVER(RED ASPHALT) TO
COUNCIL REQ'MENTS
OVERFLOWDRAINAGE BASININV. 146.05
1:2 (BANK)
ROCK PITCHED SPILLWAY FOROVERLAND FLOW RUNOFF
1800h LINKMESH FENCE TOPERIMETER OF BASIN
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
ELEC.M/BOX
B
CARPORTCONC. @ -86mm
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 150.55)
1500Ø X 1200dSOAKWELL
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 149.00)
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 148.75)
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 148.75)
1:2
(BA
NK
)
1:2 (BANK)
ROCK PITCHED SPILLWAY WITH LOCALISEDDEPRESSION OF 100mm TO CHANNELWATER IN CASE OF FLODDING
148.45
148.45
148.5
0
HEADWALL OUTLET TO BASIN WITHROCK PITCHING TO AVOID SCOUR
UNIT 1FFL 151.25
(#29225)
UNIT 2FFL 151.25
(#29226)
UNIT 3FFL 150.70
(#29227)
UNIT 4FFL 150.70
(#29228)
UNIT 5FFL 149.20
(#29229)
UNIT 6FFL 149.20
(#29230)
UNIT 7FFL 149.10
(#29231)
UNIT 8FFL 149.10
(#29232)
UNIT 12FFL 149.10
(#29233)
UNIT 15FFL 149.20
(#29236)
UNIT 16FFL 149.20
(#29237)
UNIT 13FFL 149.10
(#29234)
UNIT 14FFL 149.10
(#29235)
UNIT 17FFL 149.50
(#29238)
UNIT 18FFL 149.50
(#29239)
90°90°1
1500Ø X 1200dSOAKWELL
NOTE:4x 1500d PILES TO
ENG'S DETAILS
WATER METER(MAIN SUPPLY)
1.2
m W
IDE
AC
CE
SS
GA
TE
S
150.
48
150.
68
150.
92
151.
17
151.
32
151.
41
150.
26
150.
08
150.
14
149.
80
149.
6415
0.05
150.
25
150.
17149.
85
149.
32
149.
16
149.
23
149.
22
149.
16
149.
15
149.
84
149.
16
149.
11
149.
35
149.
27
149.
72
149.
77149.
89
150.
05
149.
22
149.
21
150.
22
149.
27149.
53
149.
79
149.
75
150.
1014
9.96
150.
5115
0.34
149.
88
149.
41
149.
44
149.
42
150.
67
150.
77
150.
74
149.
60 149.
59
149.
95
150.
80
150.
12
149.
59
149.
71
150.
03
150.
55
150.
45
150.
94
151.
17
151.
15 151.
10
151.
02
150.
86
150.
80
150.
69
150.
78
149.
57
149.
52
149.
85149.
58
149.
59
149.
59149.
88
149.
95
149.
79
149.
74
149.
64
149.
6814
9.05
148.
87
148.
89
148.
94
148.
88
148.
68
148.
65
148.
53
148.
76148.
73148.
68
148.
72
148.
82
148.
98
149.
05
148.
8114
8.75
148.
6814
8.69
148.
68
148.
76
148.
83
148.
85
148.
83
149.
12
149.
29
149.
27
149.
10 148.
89 148.
89 148.
82 148.
83
148.
88
148.
88
148.
89
148.
92
149.
07
148.
73
148.
89
148.
97
149.
06
149.
24
149.
43
149.
3414
9.19 14
9.11
149.
05
149.
10
149.
04
149.
36
149.
45
90°7'43" 89°5
0'55"
64°2
6'5"
115°35'18"
119.
84
50.28
95.9
2
55.69
149.00
149.
00
149.00
149.00
149.00
149.
00
149.0
0
149.
00
149.
00
149.50
149.
50
149.50
149.50
14
9.50
149
.50
149.50
149
.50
149
.50
149
.50
149.
5014
9.5
014
9.5
014
9.5
014
9.5
0
150.00
150.00
150.
00
150.00
150.00
150.00
150.00
150
.00
150.50
150.50150.50
150
.50
150
.50
151.00
151.00
151.
00
PFPF
PF
S P R I N G F I E
L D R O A D
89
1012m²
DATUM NAIL 151.27AHD LEVEL
DATUM NAIL 150.16AHD LEVEL
BLOCK KERB
(POOR CONDITION)
EDGE OF BITUMEN
TOP 150.34
TOP 151.08
TOP 151.07
TOP 151.10
TOP 150.59TOP 150.58
TOP 150.59
EDGE OF GRAVEL
METALSHED
METALSHED
METALSHED
METALSHED
METALSHED
CO
NC
RE
TE
EN
CA
SE
ME
NT
CO
NC
RE
TE
EN
CA
SE
ME
NT
TOP 150.84
TOP 150.48
TOP 150.47
1.8
m M
ET
AL
FE
NC
E A
TO
PL
IME
ST
ON
E R
ET
. W
ALL
(GO
OD
CO
ND
ITIO
N)
150.
38
150.
85
151.
01
149.
93
149.
75
148.
87
148.
91
148.
8814
8.69
PG
BRICK AND METALRESIDENCEWELL CLEAR
88
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
87
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
86
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
85
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
84
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
81
1158m²
BRICK AND METALRESIDENCEWELL CLEAR
201
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
200
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
123
2719m²VACANT / SANDY
PILES OF SAND
BITUMEN
UNSEALED ROAD
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8m METAL FENCE (GOOD CONDITION)
33b HC 'A'HC 'B'
HC 'C'
HC 'D'
HC 'E'
BA
NK
BO
TT
OM
BA
NK
BO
TT
OM
BA
NK
TO
P
BANK TOP
150
.50
300w LIMESTONERETAINING WALLW/- FENCE OVER
master meter setout
500w CONCRETE APRONTO COUNCIL REQ'MENTS
CONCRETE APRON
CONCRETE APRON
CONCRETE APRON
B'DRY OFFSET
B'DRY OFFSET
500w CONCRETE APRONTO COUNCIL REQ'MENTS
300w CONC. EDGERESTARINT TO PAVING/ASHPHALT JUNCTION
1640L x 135W x 95HRUBBER WHEEL STOP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
HEATPUMP
3.2m X 2.4mCOLORBOND SHEDON CONC. SLAB
SHED
TEMPORARYCAR PARKING BAYS(150mm UNSEALEDCOMPACTED ROAD BASE)
2,500
2,29
21,
000
GA
RA
GE
CO
NC
. @
-50m
m
ALFRESCOB/PAVED @ -90mm
B/PAVED@ -90mm
CLOTHESLINE
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 148.90)
CLOTHESLINE
1000 X 1000B/PAVED BIN PAD
ELEC.M/BOX
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 151.10)
1500Ø X 1200dSOAKWELL W/-
TRAFFICABLE LID(TOG @ 150.29)
1,0001,910 2,878 1,000
1,5001,917 1,910
1,000 1,750 1,000
5,648
5,327
B/PAVED@ -90mm
1500Ø X 1200dSOAKWELL W/-TRAFFICABLE LID(TOG @ 149.55)
CLOTHESLINE
CLOTHESLINE
ALFRESCOB/PAVED@ -86mm
ALFRESCOB/PAVED@ -86mm
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I, BEN CAMERON MILLAR, Licensed Surveyor certifythat the boundaries indicated on this plan and the surveywere performed in accordance with the provisions of theLICENSED SURVEYORS REGULATIONS 1961.
GROUND COVERSANDY / GRASS / WEED
RUBBISH / BUILDING MATERIALS
SUBURB
MAP REF
SURVEYED
This PLAN is current at the Date of Survey, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral boundary POSITION isAPPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including Easements, Caveats, Covenants etc.All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig" for underground services & a site inspection.
TITLE : LOT :
BUILDER REF No DWG No REV
:CLIENT
NOTE
BUILDER AUTHORITY C/T :
:
:
SHEET
1 of 1
:
:
:
SCALE @ A1
www.linkssurveying.com.auW:info@linkssurveying.com.au
(08) 9354 8511P:
E:
1: 200
DP : 402837
SHIRE OF NORTHAM
A
500 SPRINGFIELD ROAD
27429001
NORTHAM21/01/15COUNTRY
5 0 2.5 5 10 15N
FEATURE SURVEY & BOUNDARY IDENTIFICATIONRURAL BUILDING CORURAL BUILDING CO
147.400.001.7
SEWER CONNECTION POSITION 'A'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
GASGAS MARKER
GAS VALVE
GAS METER
GV
GM
G
SWAS. WIRE ANCHOR
POWER
PP
CP
LP
SP
LIGHT POLE
STAY POLE
CONSUMER POLE
POWER POLE
U/G CABLE BOX
SERVICE LEGEND
CABLE DOME
CABLE M/H
TELSTRA M/H
TELSTRA PIT
TELSTRA MARKER
TELSTRAT
TEL
SIDE ENTRY PIT
DRAINAGESW MANHOLE
GRATE
IS
IO
INSPECT. SHAFT
SEWER MANHOLE
INSPECT. OPENING
SEWERAGE
HOUSE CONNECTIONHC
WATER METER
WATER MARKER W
M
STOP VALVE
FLUSH POINT
WATER TAP
HYDRANT
WATER
TP
HY
FP
SV
PF
PD
PG
PEG FOUND
SURVEY
PEG DISTURBED
PEG GONE
DATUM
CONTROL POINT
AHD: BM A500SERVICES MARKED CONFIRM REQUIREBUILDER / CLIENT TO CONFIRMPOSITION & / OR AVAILABILITY ON SITE.AHD CONNECTION OBSERVED FROMLANDGATE'S GEODETIC RECORDS.
DMH
LOT
DRAINAGE
>1Km
CO
NF
IRM
NO
SE
RV
ICE
AV
AIL
AB
LE
LO
CA
TE
D
WATER
O/H
U/G
GAS
POWER
TELSTRA
SEWERAGE
LOT RECORDS
SERVICE
STATUS
DISTANCECOASTAL
5005423m²
ESTAB. 09/2014
AREA:LOT:
AREA:
147.270.002.2
SEWER CONNECTION POSITION 'B'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
147.200.002.4
SEWER CONNECTION POSITION 'C'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
147.090.002.55
SEWER CONNECTION POSITION 'D'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
146.980.001.91
SEWER CONNECTION POSITION 'E'APPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
33b SEWER EASEMENTREFER TO DP 402837
2
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
SHEET N°
29224AVO
OF 3+ 3 ANC
29224AVO
15/12/1519
LOCATION GRANO m² B'PAVED m² AGGREGATE m²
00.00 00.00 00.00
81.97 985.49 776.94
SETOUT PLAN1:200
LOCATION GRANO m² B'PAVED m²
00.00 28.11
00.00 23.64Alfresco & Path
Porch & Drive
LOCATION GRANO m² B'PAVED m²
00.00 28.11
00.00 37.67Alfresco & Path
Porch & Drive
LOCATION GRANO m² B'PAVED m²
00.00 25.92
00.00 26.97Alfresco & Path
Porch & Drive
LOCATION GRANO m² B'PAVED m²
00.00 25.92
00.00 32.74Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
00.00 23.44
00.00 32.63Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
00.00 26.51
00.00 30.69Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
00.00 26.56
00.00 29.63Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
00.00 26.28
00.00 28.54Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
16.97 8.31
00.00 31.98Porch, Path & Alfresco
Carport & Drive
LOCATION GRANO m² B'PAVED m²
16.97 8.31
00.00 31.98Porch, Path & Alfresco
Carport & Drive
LOCATION GRANO m² B'PAVED m²
00.00 28.29
00.00 28.19Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
00.00 28.26
00.00 28.19Alfresco & Path
Porch, Path & Drive
LOCATION GRANO m² B'PAVED m²
16.97 7.91
00.00 32.22Porch, Path & Alfresco
Carport & Drive
LOCATION GRANO m² B'PAVED m²
16.97 7.91
00.00 32.22Porch, Path & Alfresco
Carport & Drive
LOCATION GRANO m² B'PAVED m² AGGREGATE m²
14.09 90.93 37.49
00.00 12.00 00.00Bin Pads
Crossovers & Aprons
2,76
912
,690
7,47
06,
915
9,15
66,
915
2,72
66,
915
2,99
0190 2,
990
6,91
527
,757
6,28
112
,690
6,844
4,351
1,000
5,963
6,788
5,768
5,768
5,753 9,195
14,609
27,714
712
1,104
23,512
8,824
6,327 11,490
5,863 9,195
7,647 9,495
5,749 9,195
7,639 9,495
5,868 9,195
1,0007,020 6,170 7,020
1,000
9,495 7,763
9,495 7,763
5,651
5,647
9,495 8,783
9,495 7,958
1,109
7,020 6,170 7,0201,000
27,7
57
47,7
57
50,4
83
2,76
9
22,9
30
6,844 7,48
1
15,733
3,67
0
4,053
4,878
3,8581,
500
2,90
0
769
3,865
3,739
3,752
4,462
6,326
MATERIALS LEGEND
UN
IT 8
UN
IT 7
UN
IT 6
UN
IT 5
UN
IT 4
UN
IT 3
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBA
CKSETB
AC
K
SETBA
CK
SETBACK
SETOUT
SETOUT
SETOUT
SETOUT
SETOUT
SETBACK
SE
TB
AC
K
SE
TB
AC
K
INDICATES LIMESTONERETAINING WALL
NOMINATED LOCATION OFPOWER DOME
PD
PD
SETOUT
SETOUT
SETOUT
UNIT 18
UNIT 15
UNIT 16
UNIT 17
UNIT 14
UNIT 13
UNIT 12
UNIT 1 UNIT 2
SETOUT UNIT 2
SETOUT UNIT 1
SETOUTUNIT 8
SETBACK
SETBACK
SETOUTUNIT 7
UNIT 6
SETOUTUNIT 5
SETOUT UNIT 3
SETOUT UNIT 4
SETOUTUNIT 4UNIT 3
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
4
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 8
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 7
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 6
UNIT 1FFL 151.25
(#29225)
UNIT 2FFL 151.25
(#29226)
UNIT 3FFL 150.70
(#29227)
UNIT 4FFL 150.70
(#29228)
UNIT 5FFL 149.20
(#29229)
UNIT 6FFL 149.20
(#29230)
UNIT 7FFL 149.10
(#29231)
UNIT 8FFL 149.10
(#29232)
UNIT 12FFL 149.10
(#29233)
UNIT 15FFL 149.20
(#29236)
UNIT 16FFL 149.20
(#29237)
UNIT 13FFL 149.10
(#29234)
UNIT 14FFL 149.10
(#29235)
UNIT 17FFL 149.50
(#29238)
UNIT 18FFL 149.50
(#29239)
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 2
SE
TO
UT
UN
IT 8
SE
TO
UT
UN
IT 7
SE
TO
UT
UN
IT 6
SE
TO
UT
UN
IT 5
SE
TO
UT
UN
IT 4
SE
TO
UT
UN
IT 3
SETOUT UNIT 5
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
7
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
8
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 2
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
SE
TB
AC
K
SETBACK
SETBACK
SETBACKS
ET
BA
CK
SE
TB
AC
K
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
UNIT 7
UNIT 8
UNIT 12
UNIT 13
UNIT 14
UNIT 15
UNIT 16
UNIT 17
UNIT 18
TOTAL PAVING AREAS FORMORTLOCK GARDENS
COMMON AREAS
SETOUT UNIT 16
150.
48
150.
68
150.
92
151.
17
151.
32
151.
41
150.
26
150.
08
150.
14
149.
80
149.
6415
0.05
150.
25
150.
17149.
85
149.
32
149.
16
149.
23
149.
22
149.
16
149.
15
149.
84
149.
16
149.
11
149.
35
149.
27
149.
72
149.
77149.
89
150.
05
149.
22
149.
21
150.
22
149.
27149.
53
149.
79
149.
75
150.
1014
9.96
150.
5115
0.34
149.
88
149.
41
149.
44
149.
42
150.
67
150.
77
150.
74
149.
60 149.
59
149.
95
150.
80
150.
12
149.
59
149.
71
150.
03
150.
55
150.
45
150.
94
151.
17
151.
15 151.
10
151.
02
150.
86
150.
80
150.
69
150.
78
149.
57
149.
52
149.
85149.
58
149.
59
149.
59149.
88
149.
95
149.
79
149.
74
149.
64
149.
6814
9.05
148.
87
148.
89
148.
94
148.
88
148.
68
148.
65
148.
53
148.
76148.
73148.
68
148.
72
148.
82
148.
98
149.
05
148.
8114
8.75
148.
6814
8.69
148.
68
148.
76
148.
83
148.
85
148.
83
149.
12
149.
29
149.
27
149.
10 148.
89 148.
89 148.
82 148.
83
148.
88
148.
88
148.
89
148.
92
149.
07
148.
73
148.
89
148.
97
149.
06
149.
24
149.
43
149.
3414
9.19 14
9.11
149.
05
149.
10
149.
04
149.
36
149.
45
90°7'43" 89°5
0'55"
64°2
6'5"
115°35'18"
119.
84
50.28
95.9
2
55.69
149.00
149.
00
149.00
149.00
149.00
149.
00
149.0
0
149.
00
149.
00
149.50
149.
50
149.50
149.50
14
9.50
149
.50
149.50
149
.50
149
.50
149
.50
149.
5014
9.5
014
9.5
014
9.5
014
9.5
0
150.00
150.00
150.
00
150.00
150.00
150.00
150.00
150
.00
150.50
150.50150.50
150
.50
150
.50
151.00
151.00
151.
00
PFPF
PF
S P R I N G F I E
L D R O A D
89
1012m²
DATUM NAIL 151.27AHD LEVEL
DATUM NAIL 150.16AHD LEVEL
BLOCK KERB
(POOR CONDITION)
EDGE OF BITUMEN
TOP 150.34
TOP 151.08
TOP 151.07
TOP 151.10
TOP 150.59TOP 150.58
TOP 150.59
EDGE OF GRAVEL
METALSHED
METALSHED
METALSHED
METALSHED
METALSHED
CO
NC
RE
TE
EN
CA
SE
ME
NT
CO
NC
RE
TE
EN
CA
SE
ME
NT
TOP 150.84
TOP 150.48
TOP 150.47
1.8
m M
ET
AL
FE
NC
E A
TO
PL
IME
ST
ON
E R
ET
. W
ALL
(GO
OD
CO
ND
ITIO
N)
150.
38
150.
85
151.
01
149.
93
149.
75
148.
87
148.
91
148.
8814
8.69
PG
BRICK AND METALRESIDENCEWELL CLEAR
88
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
87
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
86
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
85
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
84
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
81
1158m²
BRICK AND METALRESIDENCEWELL CLEAR
201
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
200
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
123
2719m²VACANT / SANDY
PILES OF SAND
BITUMEN
UNSEALED ROAD
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8m METAL FENCE (GOOD CONDITION)
33b HC 'A'HC 'B'
HC 'C'
HC 'D'
HC 'E'
BA
NK
BO
TT
OM
BA
NK
BO
TT
OM
BA
NK
TO
P
BANK TOP
150
.50
2,498
12,9
24
2,76
9
SETBA
CK
LOCATION GRANO m² B'PAVED m²
00.00 32.67
00.00 40.75Alfresco & Path
Porch & Drive
LOCATION GRANO m² B'PAVED m² AGGREGATE m²
00.00 38.00 739.45
00.00 43.98 00.00Common Paths
Common Drive
10,1
1912
,690
22,9
485,
030
270
5,03
03,
947
6,91
56,
170
6,91
53,
952
5,03
027
05,
030
4,01
66,
915
14,5
93
12,9
2412
,690
10,1
1914
,593
25,5
24
35,8
5445
,758
56,0
8839
,806
59,8
06
6,333
33,019
UN
IT 1
2U
NIT
13
UN
IT 1
4U
NIT
15
UN
IT 1
6U
NIT
17
UN
IT 1
8U
NIT
1
UN
IT 2
SE
TO
UT
UN
IT 1
2
SE
TO
UT
UN
IT 1
3
SE
TO
UT
UN
IT 1
4
SE
TO
UT
UN
IT 1
SE
TO
UT
UN
IT 2
SE
TO
UT
UN
IT 1
8SE
TO
UT
UN
IT 1
7S
ET
OU
T U
NIT
15
SE
TO
UT
UN
IT 1
6
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
6
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
5
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
3
FR
OM
BO
UN
DA
RY
TO
SE
TO
UT
PO
INT
UN
IT 1
2SETOUT
FROM BDRY TO UNIT 8
UNIT 1
ASPHLAT
ASPHLAT
3
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA20 VO #9,11-13 DA 22/04/16 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
ANCILLARYDRAWINGS
THESE DRAWINGS DO NOT FORM PART
OF THE CONTRACT DOCUMENTATION
TO BE USED FOR REFERENCEPURPOSES ONLY
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
ANC SHEET N° OF 3
29224AVO
22/04/1620
1
SITE SERVICES SETOUTS1:200
6,240
8355,330
340
5,40
0
3,420750
8355,330
4,085
1,5105,420 3,735
835
1,12
53,660
2,76
03,
252
4,020835
345
750
1,53
01,
530
4,855
655
7,060
200
550
11,4451,585
8,42
070
5
3,95
04,
065
1,510
835
800
1,510
960
8,255965
7,09
5
150
400
1,10
0
655
1,510
B
B
B
B
B
B
B
B
B
P
CP
CP
CP
CP
CP
CP
CP
CP
ESP
ESP
ESP
ES
P
150.
48
150.
68
150.
92
151.
17
151.
32
151.
41
150.
26
150.
08
150.
14
149.
80
149.
6415
0.05
150.
25
150.
17149.
85
149.
32
149.
16
149.
23
149.
22
149.
16
149.
15
149.
84
149.
16
149.
11
149.
35
149.
27
149.
72
149.
77149.
89
150.
05
149.
22
149.
21
150.
22
149.
27149.
53
149.
79
149.
75
150.
1014
9.96
150.
5115
0.34
149.
88
149.
41
149.
44
149.
42
150.
67
150.
77
150.
74
149.
60 149.
59
149.
95
150.
80
150.
12
149.
59
149.
71
150.
03
150.
55
150.
45
150.
94
151.
17
151.
15 151.
10
151.
02
150.
86
150.
80
150.
69
150.
78
149.
57
149.
52
149.
85149.
58
149.
59
149.
59149.
88
149.
95
149.
79
149.
74
149.
64
149.
6814
9.05
148.
87
148.
89
148.
94
148.
88
148.
68
148.
65
148.
53
148.
76148.
73148.
68
148.
72
148.
82
148.
98
149.
05
148.
8114
8.75
148.
6814
8.69
148.
68
148.
76
148.
83
148.
85
148.
83
149.
12
149.
29
149.
27
149.
10 148.
89 148.
89 148.
82 148.
83
148.
88
148.
88
148.
89
148.
92
149.
07
148.
73
148.
89
148.
97
149.
06
149.
24
149.
43
149.
3414
9.19 14
9.11
149.
05
149.
10
149.
04
149.
36
149.
45
90°7'43" 89°5
0'55"
64°2
6'5"
115°35'18"
119.
84
50.28
95.9
2
55.69
149.00
149.
00
149.00
149.00
149.00
149.
00
149.0
0
149.
00
149.
00
149.50
149.
50
149.50
149.50
149.5
0
149
.50
149.50
149
.50
149
.50
149
.50
149.
5014
9.5
014
9.5
014
9.5
014
9.5
0
150.00
150.00
150.
00
150.00
150.00
150.00
150.00
150
.00
150.50
150.50150.50
150
.50
150
.50
151.00
151.00
151.
00
PFPF
PF
S P R I N G F I E
L D R O A D
89
1012m²
DATUM NAIL 151.27AHD LEVEL
DATUM NAIL 150.16AHD LEVEL
BLOCK KERB
(POOR CONDITION)
EDGE OF BITUMEN
TOP 150.34
TOP 151.08
TOP 151.07
TOP 151.10
TOP 150.59TOP 150.58
TOP 150.59
EDGE OF GRAVEL
METALSHED
METALSHED
METALSHED
METALSHED
METALSHED
CO
NC
RE
TE
EN
CA
SE
ME
NT
CO
NC
RE
TE
EN
CA
SE
ME
NT
TOP 150.84
TOP 150.48
TOP 150.47
1.8
m M
ET
AL
FE
NC
E A
TO
PL
IME
ST
ON
E R
ET
. W
ALL
(GO
OD
CO
ND
ITIO
N)
150.
38
150.
85
151.
01
149.
93
149.
75
148.
87
148.
91
148.
8814
8.69
PG
BRICK AND METALRESIDENCEWELL CLEAR
88
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
87
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
86
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
85
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
84
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
81
1158m²
BRICK AND METALRESIDENCEWELL CLEAR
201
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
200
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
123
2719m²VACANT / SANDY
PILES OF SAND
BITUMEN
UNSEALED ROAD
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8m METAL FENCE (GOOD CONDITION)
33b HC 'A'HC 'B'
HC 'C'
HC 'D'
HC 'E'
BA
NK
BO
TT
OM
BA
NK
BO
TT
OM
BA
NK
TO
P
BANK TOP
150
.50
8,43
01,
925
1,88
5
6651,500
7,060
4,860
580
1,24
5
710
300 450
1,01
0
1,57
5
8,92
5
1,470
325
1,74
5
675 1,335
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA20 VO #9,11-13 DA 22/04/16 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
ANCILLARYDRAWINGS
THESE DRAWINGS DO NOT FORM PART
OF THE CONTRACT DOCUMENTATION
TO BE USED FOR REFERENCEPURPOSES ONLY
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
ANC SHEET N° OF 3
29224AVO
22/04/1620
2
CAPPING FOR GARAGE FIRE SEPERATION WALL1:5
195
90
90
CAPPING TO FLASHOVER BOX GUTTERS
CAPPING TO FLASHOVER BOX GUTTERS
35cH x 190W FIRE SEPERATIONPARAPET WALL
TOE MOULD FOR CARPORTS1:5
TOE MOULD FOR GARAGES1:5
50
60
30
7060
30
50
FFL GARAGE
PAVING 50mmBELOW FLASHING
FFL HOUSE
FOR 3 BED UNITSFOR 1 BED & 2 BED UNITS
SLIDING DOOR ANGLE PROFILE1:5
30
50
30
50
determined by length of opening
3mm THICK ANGLE TOBE BOLTED TO SLAB
UNDER SLIDING DOORSTO ADD SUPPORT
CONCRETESLAB
EXTERNAL FLASHING DETAIL1:5
INTERNAL FLASHING DETAIL1:5
END FLASHING DETAIL1:5
37 40
40
37
30
30
60 30
3060
58 30
3030
a1
d1
IMFTBA - COLORBONDTBA - ZINCALUME
IMFTBA - COLORBONDTBA - ZINCALUME
c1
IMFTBA - COLORBONDTBA - ZINCALUME
CL CL
POST & RAIL FENCING DETAIL1:20
CL CL
1252,275
1251,995
1252,275
125
2,400
50
140
340
140
340
140
50
1,2
00
2,400POST CENTRES
POST POST
POST & RAIL FENCE230w RENDERED FEATURE WALL
RAI
LR
AIL
RAI
L
HEI
GH
T O
F FE
NC
E &
REN
DER
ED W
ALL MORTLOCK
GARDENS7
36 Hasler Road, Osborne Park, W.A. 6017.Telephone: (08) 6241 7000.Facsimile: (08) 6241 7001.
AVON VALLEYNORTHAM
PTY LTD
Reg. Builder Nº: 11421. A.B.N. 61 105 364 823. A Division of JWH GROUP Pty Ltd
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
11 VO #1 DA 05/03/15 DA12 VO #2/3 DA 31/03/15 DA13 AREAS DA 07/04/15 DA14 LANDSCAPE DA 19/04/15 DHJ15 VO #4 DA 27/05/15 DA16 LANDSCAPE DA 04/06/15 DA17 VO #5 DA 27/07/15 DA18 LANDSCAPE DA 21/08/15 DA19 VO #8 DA 15/12/15 DA20 VO #9,11-13 DA 22/04/16 DA
DA 31.10.14 DB1 SETOUT TP 04/12/14 DJB2 ENGINEERS TP 06/01/15 TP3 STORMWATER TP 08/01/15 TP4 PILING DA 15/01/15 DA5 FRL AMEND. DA 23/01/15 DA6 CIVIL AMEND. DA 02/04/15 DA7 SW SETOUT TP 03/02/15 TP8 BOL. SETOUT DA 04/02/15 DA9 PITS SETOUT DA 16/02/15 DA10 WM SETOUT DA 17/02/15 DA
ANCILLARYDRAWINGS
THESE DRAWINGS DO NOT FORM PART
OF THE CONTRACT DOCUMENTATION
TO BE USED FOR REFERENCEPURPOSES ONLY
CLIENT:
ADDRESS:
A.C.D.F
LOT 500SPRINGFIELD ROAD,NORTHAM.
© COPYRIGHTMODEL N°
Site & Anc.
Special
90001
JOB N°
REVISION DATE
ANC SHEET N° OF 3
29224AVO
22/04/1620
3
B
B
B
B
B
B
B
B
B
P
150.
48
150.
68
150.
92
151.
17
151.
32
151.
41
150.
26
150.
08
150.
14
149.
80
149.
6415
0.05
150.
25
150.
17149.
85
149.
32
149.
16
149.
23
149.
22
149.
16
149.
15
149.
84
149.
16
149.
11
149.
35
149.
27
149.
72
149.
77149.
89
150.
05
149.
22
149.
21
150.
22
149.
27149.
53
149.
79
149.
75
150.
1014
9.96
150.
5115
0.34
149.
88
149.
41
149.
44
149.
42
150.
67
150.
77
150.
74
149.
60 149.
59
149.
95
150.
80
150.
12
149.
59
149.
71
150.
03
150.
55
150.
45
150.
94
151.
17
151.
15 151.
10
151.
02
150.
86
150.
80
150.
69
150.
78
149.
57
149.
52
149.
85149.
58
149.
59
149.
59149.
88
149.
95
149.
79
149.
74
149.
64
149.
6814
9.05
148.
87
148.
89
148.
94
148.
88
148.
68
148.
65
148.
53
148.
76148.
73148.
68
148.
72
148.
82
148.
98
149.
05
148.
8114
8.75
148.
6814
8.69
148.
68
148.
76
148.
83
148.
85
148.
83
149.
12
149.
29
149.
27
149.
10 148.
89 148.
89 148.
82 148.
83
148.
88
148.
88
148.
89
148.
92
149.
07
148.
73
148.
89
148.
97
149.
06
149.
24
149.
43
149.
3414
9.19 14
9.11
149.
05
149.
10
149.
04
149.
36
149.
45
90°7'43" 89°5
0'55"
64°2
6'5"
115°35'18"
119.
84
50.28
95.9
2
55.69
149.00
149.
00
149.00
149.00
149.00
149.
00
149.0
0
149.
00
149.
00
149.50
149.
50
149.50
149.50
149.5
0
149
.50
149.50
149
.50
149
.50
149
.50
149.
5014
9.5
014
9.5
014
9.5
014
9.5
0
150.00
150.00
150.
00
150.00150
.00
150.00
150.00
150
.00
150.50
150.50150.50
150
.50
150
.50
151.00
151.00
151.
00
PFPF
PF
S P R I N G F I E
L D R O A D
89
1012m²
DATUM NAIL 151.27AHD LEVEL
DATUM NAIL 150.16AHD LEVEL
BLOCK KERB
(POOR CONDITION)
EDGE OF BITUMEN
TOP 150.34
TOP 151.08
TOP 151.07
TOP 151.10
TOP 150.59TOP 150.58
TOP 150.59
EDGE OF GRAVEL
METALSHED
METALSHED
METALSHED
METALSHED
METALSHED
CO
NC
RE
TE
EN
CA
SE
ME
NT
CO
NC
RE
TE
EN
CA
SE
ME
NT
TOP 150.84
TOP 150.48
TOP 150.47
1.8
m M
ET
AL
FE
NC
E A
TO
PL
IME
ST
ON
E R
ET
. W
ALL
(GO
OD
CO
ND
ITIO
N)
150.
38
150.
85
151.
01
149.
93
149.
75
148.
87
148.
91
148.
8814
8.69
PG
BRICK AND METALRESIDENCEWELL CLEAR
88
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
87
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
86
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
85
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
84
1012m²
BRICK AND METALRESIDENCEWELL CLEAR
81
1158m²
BRICK AND METALRESIDENCEWELL CLEAR
201
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
200
1162m²
BRICK AND METALRESIDENCEWELL CLEAR
123
2719m²VACANT / SANDY
PILES OF SAND
BITUMEN
UNSEALED ROAD
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8
m M
ET
AL
FE
NC
E (
GO
OD
CO
ND
ITIO
N)
1.8m METAL FENCE (GOOD CONDITION)
33b HC 'A'HC 'B'
HC 'C'
HC 'D'
HC 'E'
BA
NK
BO
TT
OM
BA
NK
BO
TT
OM
BA
NK
TO
P
BANK TOP
150
.50
UNIT 1FFL 151.25
(#29225)
UNIT 2FFL 151.25
(#29226)
UNIT 3FFL 150.70
(#29227)
UNIT 4FFL 150.70
(#29228)
UNIT 5FFL 149.20
(#29229)
UNIT 6FFL 149.20
(#29230)
UNIT 7FFL 149.10
(#29231)
UNIT 8FFL 149.10
(#29232)
UNIT 12FFL 149.10
(#29233)
UNIT 15FFL 149.20
(#29236)
UNIT 16FFL 149.20
(#29237)
UNIT 13FFL 149.10
(#29234)
UNIT 14FFL 149.10
(#29235)
UNIT 17FFL 149.50
(#29238)
UNIT 18FFL 149.50
(#29239)
SW
AGP
SBR
VEL
AGP
DCB
NG
VEL
DLH
KP x36
A
DL
DSB
LP
WGB
WSB
GA
SP
SP
SP
SP
A
A
A
A
A
A
A
A
A
A
KP
NG
DSM
DRT
AGW
DEA
SV
A A
A
A
A
A
A
A
A
AA
A
DD
MM
MM DL
J
MOJ
SW
SW
SW
SW
SW
SW
SW
SPSP
DCB
VEL
WGB
MM
RM
VEL
X
TREATED PINETIMBER BOLLARDS
M APPROX. EXTENT OFEMBANKMENT SHOWNDASHED
M
SHED
TE
MP
OR
AR
Y
CA
R P
AR
KIN
G B
AY
S
LA
LA
MAG
LA
CW
CW
CW
SP
SP
SP
SP
MAG
MAG
MAG
LANDSCAPING PLAN1:200
TREES - 100L
LA - LARSERSTROEMIA (PINK)MAG - MAGNOLIACW - COTTON WOOD TREESSP - SNOW PEAR TREES
TURF
SW - SIR WALTER BUFFALOA - ARTIFICAL
MULCH(applicable to all garden beds & areas as marked)
M - BUSH
BRICKPAVING
AS INDICATED - REFER TO ADDENDA.
HARDSCAPING
AREAS AS INDICATED - 20mm RAINBOW STONE.
PLANTS (5L)
AGP - AGAPANTHUS PURPLEAGW - AGAPANTHUS WHITEDCB - DIANELLA CASSA BLUEDD - DIANELLA DESTINYDEA - DIANELLA EMERALD ARCHDLH - DIANELLA LITTERHEADDL - DIANELLA LUCIADCB - DIANELLA RAINBOW TWISTDSM - DIANELLA SWEETMISTDSW - DWARF SACRED BAMBOOGA - GARDENIA AUGUSTAJ - JASMINEKP - KANGAROO PAW AMBER VELVETLP - LILLY PILLY BUSH CHRISTMASMM - MISS MUFFETMOJ - MURRAYA ORANGE JASMINENG - NANDINA GULF STREAMNSB - NANDINA SACRED BAMBOORM - RADERMACHERA SUMMERSCENTSV - SNAKE VINESBR - SYZYGIUM BIG REDVEL - VIBURNUM EMERALD LUSTREWGB - WESTRINGA GREY BOXX - XANADU
GENERAL NOTES
- PROVIDE TREATED TIMBER EDGING TO LAWNEDVERGES TO DEFINE LAWNED AREA.
- PROVIDE CORTEN STEEL GARDEN BED EDGINGBETWEEN GARDEN BEDS AND LAWN AREAS, AROUNDTREE BASES WHERE APPLICABLE.
- PROVIDE TREATED PINE TIMBER BOLLARDS TOVACANT LOTS AS INDICATED. BOLLARDS TO BESPACED TO NOT ALLOW VECHICULAR ACCESS(APPROX. 1.2m CTS).