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//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
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//
//
//
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133
134
135
139
140
64
69
68
67
147
146
145
151
152
153
F26
F25
F24
F23
149
144
143
66
65
F21
70
161
150
148
62
63
138
136
137
141
142
EX D
EX D
FD
FD
FDFD
FDFD
EX DEX D
EX DEX D
EX DEX D
EX DEX D
EX DEX D
EX DEX D
EX DEX D
FD
EX D
EX DEX D
EX DEX D
TT
TT
TT
TT
TT
TT
TT
TT
TT
T
FG
FGFG
FGFG
FGFG
FGFG
GG
EX GEX G
EX GEX G
EX E
EX E
EX E
EX E
EX E
EX T
EX T
EX T
EX T
EX T
EX G
EX G
EX G
EX G
GG
GG
GG
GG
GG
FGFG
FG
EE
EE
EE
EE
EE
EE
EE
EE
EE
S
HH
H
HH
HH
H
HH
HH
H
H
H
H
H H
H
EX D
EX D
EX D
FD
SS
SS
SS
SS
SS
S
S
SS
FSFS
FSFS
FSFS
FSFS
FS
EX SEX S
EX SEX S
EX S
EX S
EX S
EX S
FSFS
FSFS
FSFS
FSS
SS
SS
SS
SS
SS
SS
SS
S
EX SEX S
EX SEX S
EX SEX S
FW
FWFW
FWFW
FWFW
FWFW
WW
EX WEX W
EX W
EX W
EX W
EX W
EX W
WW
WW
WW
WW
WFW
FWFW
FW
HH
SS
SS
SS
SS
SS
GG
GG
GG
GG
GG
GG
GG
GG
G
WW
WW
WW
WW
WW
WW
WW
WW
HH
HH
S
ET
H
H
PSPS
PSPS
PSPS
PSPS
PSPS
PSPS
PSPS
PSFP
SFP
SFP
S
FPS
FPS
TPCH49.27
TPCH92.27
TPCH108.77
TPCH123.82
CH 130
CH 20
CH 30
CH 40
CH 60
CH 70
CH 100
CH 110
CH 120
CH 0
CH 10
CH 20
CH 30
CH 40
CH 50
CH 60
CH 70
CH 80
CH 90
CH 100
CH 110
CH 120
CH 117.07
CH 12.05
CH 80.32
EX 15
0Ø P
VC
EX 225Ø PVC
EX 300Ø
RCP
300Ø
RCP
300Ø RCP
225Ø PVC
300Ø RCP
300Ø RCP
225Ø PVC
150Ø PVC
375Ø
RCP
225Ø PVC
150Ø PVC 150Ø PVC
EX 300Ø RCP
375Ø RCP
225Ø PVC
225Ø
PVC
300Ø
RCP
375Ø RCP
225Ø PVC
FUTU
RE 60
0Ø R
CP
225Ø
PVC
375Ø RCP
600Ø RCP
225Ø
PVC
FUTU
RE30
0Ø R
CP
750Ø RCP
FUTU
RE 22
5Ø P
VC
750Ø RCP
750Ø RCPFUTURE 300Ø RCP
750Ø
RCP
EX750Ø RCP
JU
M
B
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N
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M
E
N
A
D
E
SM2-M KERB & CHANNEL
1.5m FOOTPATH
1.5m FOOTPATH
SM2-M KERB & CHANNEL
EX 300Ø RCP
19A2
19A3
19A4
19A5
19R1
19A6
19A7
19F1
19F2
19F3
19F4
19C1
19C2
19C3
19C4
19O1
19N1
19N2
19P1
19C5
19E1
19B1
EX 300Ø RCP
EX 300Ø RCP
EX 300Ø RCP
EX 300Ø RCP
EX 300Ø RCP
EX 150Ø PVC
INSERT450x450GJP
INSERT450x450GJPCONVERTEX GJPTO JP
SM2-
M KE
RB &
CHA
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1.5m
FOOT
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SM2-
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SM2-
M K&
C
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R8
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E&T
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G&W
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GW
GW
GW
GW
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CH 104.22
19N7
19N819N8A
19N9A19N9
197
198
198
199
200
201
202 203 20
4
206
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205
REMOVEEXIST
CULVERT
19A8
300Ø RCP19S1
FTFT
FTFT
FTFT
FTFT
FT
FT
TT
TT
TT
TT
TT
TT
T
FEFE
FEFE
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FEFE
FE
FE
EE
EE
EE
EE
EE
EE
E
FS 204.0
6FS 203.0
0FS 201.2
7FS 199.6
6
FS 200.3
7
FS 198.8
8
FS 202.5
0
FS 203.9
1
FS 207.0
7
FS 202.5
4
FS 203.1
1
FS 204.2
6
FS 204.5
7
FS 204.9
2
FS 206.0
4
FS 200.2
1
FS 199.6
4
FS 199.06
FS 199.22
FS 201.4
0
FS 202.5
0
FS 203.8
7
FS 205.4
7
FS 205.4
5
FS 198.2
9
FS 197.96
FS 201.1
2
GENERAL DESIGN DETAIL PLAN NOTES
APPLIES IN ALL CASES UNLESS STATED OTHERWISE· ALL KERB IS TO BE MODIFIED SM2 (IDM SD 100 - SM2-M)· ALL KERB RETURNS ARE 8.0m RADIUS TO BoK· ALL COURT BOWLS ARE 10.3m RADIUS TO BoK WITH 14.0m
RADIUS TRANSITIONS· FOOTPATH WIDTH AS DETAILED AND MATERIAL AS
SHADED @ 0.1m O/S BL· ALL EASEMENT DRAINAGE PIPES & PITS ARE 1.0m O/S
REAR & SIDE BOUNDARIES· ALL LOTS TO HAVE CATCH DRAINS ALONG SIDE & REAR
BOUNDARIES· CONTOUR INTERVAL 0.2m
ASPHALT CONCRETE
KERB NATURESTRIP
OTHER EARTHWORKS
PRELIMINARYPLAN ONLY
REVISIONREV
Principal
Drawing No.
SHT
PTY LTD
STRATHFIELDSAYE HOLDINGS
JUMBUCK LANE - STRATHFIELDSAYE
"IMAGINE" ESTATE - STAGE 6
Municipality & Ref:
DS/834/2012 & DS/791/2012
of 26
B
A AS SUBMITTED TO COUNCILFINISHED SURFACE SPOT HEIGHTS ADDED
. .
. .
. .
. .
. .
NOTE
: THI
S PL
AN IS
AN
UNCO
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DOC
UMEN
T AN
D W
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DATE
D. IT
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TION
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H AL
L SHE
ETS
OF T
HIS
SET
AND
ANY
ACCO
MPAN
YING
DOC
UMEN
TSPL
OT D
ATE:
02/09
/2016
FILE
: F:\J
OB D
ATA\
1060
0-10
699\1
0653
- ST
RATH
FIEL
DSAY
E HO
LDIN
GS -
STRA
THFI
ELDS
AYE\
06\E
NGIN
EERI
NG\C
IVIL3
D\CU
RREN
T DE
SIGN
\1065
306 E
NG P
LANS
.DW
G
GREATER BENDIGO
CITY OF
1065306R03
B C COPYRIGHT. THE INFORMATION CONTAINED ON THISDRAWING IS THE INTELLECTUAL PROPERTY OF TOMKINSONGROUP. COPYING OR USING THIS DRAWING IN WHOLE OR INPART WITHOUT THE EXPRESS WRITTEN PERMISSION OFT O M K I N S O N G R O U P I N F R I N G E S C O P Y R I G H T
omkinson PROJECT MANAGERS DEVELOPMENT PLANNERSLICENSED SURVEYORS CIVIL ENGINEERS
PO BOX 421, BENDIGO 3552 57 MYERS STREET, BENDIGO 3550
FREECALL: 1800 810 170 TEL: (03) 5445 8700 FAX: (03) 5441 3648
WEB: www.tomkinson.com EMAIL: [email protected]
GroupFS520488
ISO 9001:2008
bsi.
CHKDWGDES
NjB......
NjBPS.....
RK......
DATE
15/01/162/09/16
.
.
.
.
.
REV
LAYOUT PLAN (SHEET 1 OF 2)
3
REFE
R 10
6530
6R04
FOR
CON
TINU
ATIO
N
LENGTHS ARE IN METRES - PAPER SIZE A3
SCALE:0
1:5005 252015105
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75
74
73
72
167
166
165
164
147
152
153
154
155
156
157
158
159
160
F35
F34
F33
F32
F31
F30
F29
F28
70
161
163
162
71
168
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
FDFD
FD
FD
FDFD
FD
EX DEX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX D
EX DEX D
EX DEX D
EX DEX D
EX DEX D
FS
FTFT
FTFT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
TT
FGFG
FGFG
FGFG
FG
FGFG
FGFG
FGFG
FGFG
FGFG
FGFG
FWFW
FWFW
FWFW
FW
FWFW
FWFW
FWFW
FWFW
FWFW
FEFE
FEFE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
S
S
FS
S
H
H
H
H
H
H
H
H
H
FD
FD
FD
FD
EX SEX S
EX S
SS
EX S
EX S
EX SEX S
EX SEX S
EX SEX S
EX SEX S
EX SEX S
EX S
FSFS
FSFS
FSFS
FS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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FGFG
GG
GG
GG
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GG
GG
GG
GG
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FW
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WW
WW
WW
WW
WW
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WW
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FD
FD
FDFD
EX SH
H
H
H
H
H
FDFD
FD
S
H
CH 270
CH 90
CH 100
CH 110
CH 120
CH 130
CH 140
CH 150
CH 160
CH 170
CH 180
CH 190
CH 200
CH 210
CH 220
CH 230
CH 240
CH 250
CH 260
CH 245.97
CH 257.78
EX 150Ø PVC
150Ø PVC
EX 22
5Ø P
VC
EX 15
0Ø P
VC
150Ø PVC
EX 225Ø PVC
150Ø PVC
225Ø PVC
225Ø PVC
300Ø RCP
300Ø
RCP
225Ø PVC
300Ø RCP
225Ø PVC
225Ø PVC
FU
TU
R
E
R
O
A
D
19F3
19F4
19F5
19F6
19F7
19F8
19F9
19F10
11K1
11J3
11J611J7
19Q1
19C6
19C7
150Ø PVCEXTENDEX PIPEON GRADEREMOVEPIT 11J6
11J411J5
EX 15
0Ø P
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EX 150Ø PVC
EX 150Ø PVC
EX 150Ø PVC
4.00
REMOVEREDUNDANTSECTIONOFPIT & PIPE
4.00
REMOVEREDUNDANT PIPESTUB AND CONVERTPIT 11J3 TO JP
INSERT450x450GJPCONVERTEX GJPTO JP
INSERT450x450GJPCONVERTEX GJPTO JP
INSERT450x450GJPCONVERTEX GJPTO JP
TE
R
R
A
P
E
E
S
TR
E
E
T
SM2-M KERB & CHANNEL
1.5m FOOTPATH
1.5m FOOTPATH
SM2-M KERB & CHANNEL
E&T
E&T
E&T
E&T
G&W
G&W
G&W
G&W
G&W
G&W
G&W
G&W
GW
GW
GW
GW
GW
GW
GW
GW
19N7
19N819N8A
19N9A
19N10A
19N11A
19N9
19N10
19N11
19N12
206
207
208
206
207
208
206205204
205
FTFT
FTFT
FTFT
FTFT
FTFT
FTFT
FTFT
FTFT
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FEFE
FEFE
FEFE
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FEFE
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SW
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REMOVEEXIST
CULVERT
EXIS
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IRRI
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IPEL
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FS 207.2
6FS 207.1
6FS 207.0
6
FS 206.4
3
FS 204.0
6FS 203.0
0
FS 207.0
0
FS 208.1
5
FS 208.7
5
FS 208.9
1
FS 208.9
6
FS 208.8
6
FS 208.7
4
FS 208.73
FS 208.8
6FS 208.9
6FS 208.9
3FS 208.7
9FS 208.2
5FS 207.0
7
FS 204.9
2
FS 206.0
4
FS 207.2
9
FS 208.3
6FS 20
8.67
FS 208.6
1
FS 208.3
8
FS 208.4
4
FS 207.3
6
FS 205.4
7
FS 205.4
5
FS 205.4
2
FS 206.9
6
PRELIMINARYPLAN ONLY
REVISIONREV
Principal
Drawing No.
SHT
PTY LTD
STRATHFIELDSAYE HOLDINGS
JUMBUCK LANE - STRATHFIELDSAYE
"IMAGINE" ESTATE - STAGE 6
Municipality & Ref:
DS/834/2012 & DS/791/2012
of 26
B
A AS SUBMITTED TO COUNCILFINISHED SURFACE SPOT HEIGHTS ADDED
. .
. .
. .
. .
. .
NOTE
: THI
S PL
AN IS
AN
UNCO
NTRO
LLED
DOC
UMEN
T AN
D W
ILL N
OT B
E UP
DATE
D. IT
IS T
HE R
ESPO
NSIB
ILITY
OF
THE
USER
TO
CONF
IRM
THAT
THI
S IS
A C
URRE
NT C
OPY
AND
SUIT
ABLE
FOR
THE
PRO
POSE
D US
E - T
HIS
SHEE
T MU
ST B
E RE
AD IN
CON
JUNC
TION
WIT
H AL
L SHE
ETS
OF T
HIS
SET
AND
ANY
ACCO
MPAN
YING
DOC
UMEN
TSPL
OT D
ATE:
02/09
/2016
FILE
: F:\J
OB D
ATA\
1060
0-10
699\1
0653
- ST
RATH
FIEL
DSAY
E HO
LDIN
GS -
STRA
THFI
ELDS
AYE\
06\E
NGIN
EERI
NG\C
IVIL3
D\CU
RREN
T DE
SIGN
\1065
306 E
NG P
LANS
.DW
G
GREATER BENDIGO
CITY OF
1065306R04
B C COPYRIGHT. THE INFORMATION CONTAINED ON THISDRAWING IS THE INTELLECTUAL PROPERTY OF TOMKINSONGROUP. COPYING OR USING THIS DRAWING IN WHOLE OR INPART WITHOUT THE EXPRESS WRITTEN PERMISSION OFT O M K I N S O N G R O U P I N F R I N G E S C O P Y R I G H T
omkinson PROJECT MANAGERS DEVELOPMENT PLANNERSLICENSED SURVEYORS CIVIL ENGINEERS
PO BOX 421, BENDIGO 3552 57 MYERS STREET, BENDIGO 3550
FREECALL: 1800 810 170 TEL: (03) 5445 8700 FAX: (03) 5441 3648
WEB: www.tomkinson.com EMAIL: [email protected]
GroupFS520488
ISO 9001:2008
bsi.
CHKDWGDES
NjB......
NjBPS.....
RK......
DATE
15/01/162/09/16
.
.
.
.
.
REV
LAYOUT PLAN (SHEET 2 OF 2)
4
REFE
R 10
6530
6R03
FOR
CON
TINU
ATIO
N
LENGTHS ARE IN METRES - PAPER SIZE A3
SCALE:0
1:5005 252015105
GENERAL DESIGN DETAIL PLAN NOTES
APPLIES IN ALL CASES UNLESS STATED OTHERWISE· ALL KERB IS TO BE MODIFIED SM2 (IDM SD 100 - SM2-M)· ALL KERB RETURNS ARE 8.0m RADIUS TO BoK· ALL COURT BOWLS ARE 10.3m RADIUS TO BoK WITH 14.0m
RADIUS TRANSITIONS· FOOTPATH WIDTH AS DETAILED AND MATERIAL AS
SHADED @ 0.1m O/S BL· ALL EASEMENT DRAINAGE PIPES & PITS ARE 1.0m O/S
REAR & SIDE BOUNDARIES· ALL LOTS TO HAVE CATCH DRAINS ALONG SIDE & REAR
BOUNDARIES· CONTOUR INTERVAL 0.2m
ASPHALT CONCRETE
KERB NATURESTRIP
OTHER EARTHWORKS
