ih175200-0000-ci-drg-0001.dwg haughton stage 2 …...ih175200-0000-ci-drg-2005 river pump station to...
TRANSCRIPT
C GS431
2
SP123168
0
0
0
0
W
WW
WW
W
W
W
W
WW
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CH 14200.000
CH 14400.000
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23
C
B
D
E
4 56
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7
EXISTING ERGONSUBSTATION
EXISTING PUMP STATIONHPS No.1
C GS431
2
SP123168
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 9:49
:10 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-000
1.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
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oduc
ed or
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d in a
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rm or
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ectro
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luding
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up (A
ustra
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LOCALITY PLANNTS
HAUGHTON STAGE 2 PIPELINE
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIES
CLARE PUMPSTATION
RIVER
CLARE - HAUGHTON PIPELINELOCALITY PLAN AND DRAWING INDEX
AS SHOWN IH175200-0000-CI-DRG-0001 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
HAUG
HTON
RIVE
RBU
RDEK
IN
CLARE
CONCEPT DESIGN ISSUE
STAGE 1 PUMPSTATIONPIGGINGSTATION 2
PIGGINGSTATION 1
DRAWING INDEXDRAWING No. DRAWING TITLE
GENERALIH175200-0000-CI-DRG-0001 LOCALITY PLAN AND DRAWING INDEXIH175200-0000-CI-DRG-0002 PIPING AND INSTRUMENTATION DIAGRAM SHEET 1 OF 2IH175200-0000-CI-DRG-0003 PIPING AND INSTRUMENTATION DIAGRAM SHEET 2 OF 2
CLARE - HAUGHTON PIPELINEIH175200-0000-CI-DRG-1002 COMPILATION PLAN & NOTESIH175200-0000-CI-DRG-1005 PLAN AND LONGITUDINAL SECTION SHEET 1 OF 21IH175200-0000-CI-DRG-1006 PLAN AND LONGITUDINAL SECTION SHEET 2 OF 21IH175200-0000-CI-DRG-1007 PLAN AND LONGITUDINAL SECTION SHEET 3 OF 21IH175200-0000-CI-DRG-1008 PLAN AND LONGITUDINAL SECTION SHEET 4 OF 21IH175200-0000-CI-DRG-1009 PLAN AND LONGITUDINAL SECTION SHEET 5 OF 21IH175200-0000-CI-DRG-1010 PLAN AND LONGITUDINAL SECTION SHEET 6 OF 21IH175200-0000-CI-DRG-1011 PLAN AND LONGITUDINAL SECTION SHEET 7 OF 21IH175200-0000-CI-DRG-1012 PLAN AND LONGITUDINAL SECTION SHEET 8 OF 21IH175200-0000-CI-DRG-1013 PLAN AND LONGITUDINAL SECTION SHEET 9 OF 21IH175200-0000-CI-DRG-1014 PLAN AND LONGITUDINAL SECTION SHEET 10 OF 21IH175200-0000-CI-DRG-1015 PLAN AND LONGITUDINAL SECTION SHEET 11 OF 21IH175200-0000-CI-DRG-1016 PLAN AND LONGITUDINAL SECTION SHEET 12 OF 21IH175200-0000-CI-DRG-1017 PLAN AND LONGITUDINAL SECTION SHEET 13 OF 21IH175200-0000-CI-DRG-1018 PLAN AND LONGITUDINAL SECTION SHEET 14 OF 21IH175200-0000-CI-DRG-1019 PLAN AND LONGITUDINAL SECTION SHEET 15 OF 21IH175200-0000-CI-DRG-1020 PLAN AND LONGITUDINAL SECTION SHEET 16 OF 21IH175200-0000-CI-DRG-1021 PLAN AND LONGITUDINAL SECTION SHEET 17 OF 21IH175200-0000-CI-DRG-1022 PLAN AND LONGITUDINAL SECTION SHEET 18 OF 21IH175200-0000-CI-DRG-1023 PLAN AND LONGITUDINAL SECTION SHEET 19 OF 21IH175200-0000-CI-DRG-1024 PLAN AND LONGITUDINAL SECTION SHEET 20 OF 21IH175200-0000-CI-DRG-1025 PLAN AND LONGITUDINAL SECTION SHEET 21 OF 21IH175200-0000-CI-DRG-1040 TRENCH DETAILSIH175200-0000-CI-DRG-1041 PIPE SUPPORTS DETAILSIH175200-0000-CI-DRG-1045 TYPICAL DETAILS - AIR VALVEIH175200-0000-CI-DRG-1046 TYPICAL DETAILS - SCOUR OUTLETIH175200-0000-CI-DRG-1047 SECTION VALVEIH175200-0000-CI-DRG-1050 PIGGING STATION AND SCOUR DAMIH175200-0000-CI-DRG-1051 PIGGING STATION DETAILSIH175200-0000-CI-DRG-1052 PIGGING LAUNCHERIH175200-0000-CI-DRG-1053 PIGGING RECEIVERIH175200-0000-CI-DRG-1060 HAUGHTON MAIN CHANNEL DISCHARGE SITE PLANIH175200-0000-CI-DRG-1061 PIPELINE CHANNEL DISCHARGE STRUCTUREIH175200-0000-CI-DRG-1062 PIPELINE CHANNEL DISCHARGE STRUCTURE PICTORIAL
CLARE SITE PUMP STATIONS SITEIH175200-0000-CI-DRG-2002 SITE PLANIH175200-0000-CI-DRG-2005 RIVER PUMP STATION TO BALANCING DAM PIPELINE
RIVER PUMP STATIONIH175200-0000-CI-DRG-2100 GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2101 PLAN - PUMP STATION TOWER AND CHAMBERIH175200-0000-CI-DRG-2102 TYPICAL SECTIONIH175200-0000-CI-DRG-2103 ELEVATIONIH175200-0000-CI-DRG-2104 PICTORIALIH175200-0000-CI-DRG-2105 STEEL MARKING GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2106 VALVE PIT DETAILS
DRAWING INDEXDRAWING No. DRAWING TITLE
BALANCING DAMIH175200-0000-CI-DRG-2200 GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2201 TYPICAL SECTIONIH175200-0000-CI-DRG-2202 OVERFLOW DETAILSIH175200-0000-CI-DRG-2205 INLET AND OUTLET DETAILS
TRANSFER PUMP STATIONIH175200-0000-CI-DRG-2300 GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2301 ELEVATIONS - SHEET 1IH175200-0000-CI-DRG-2302 ELEVATIONS - SHEET 2IH175200-0000-CI-DRG-2303 SECTIONS - SHEET 1IH175200-0000-CI-DRG-2304 SECTIONS - SHEET 2IH175200-0000-CI-DRG-2305 DETAILS - SHEET 1IH175200-0000-CI-DRG-2306 PICTORIALIH175200-0000-CI-DRG-2307 SLAB AND FOOTING GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2308 STEEL MARKING GENERAL ARRANGEMENTIH175200-0000-CI-DRG-2309 STEELWORK TYPICAL SECTION
GEOTECHNICALIH175200-0000-CI-DRG-3000 GEOTECHNICAL COMPILATION PLANIH175200-0000-CI-DRG-3001 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 1 OF 11IH175200-0000-CI-DRG-3002 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 2 OF 11IH175200-0000-CI-DRG-3003 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 3 OF 11IH175200-0000-CI-DRG-3004 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 4 OF 11IH175200-0000-CI-DRG-3005 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 5 OF 11IH175200-0000-CI-DRG-3006 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 6 OF 11IH175200-0000-CI-DRG-3007 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 7 OF 11IH175200-0000-CI-DRG-3008 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 8 OF 11IH175200-0000-CI-DRG-3009 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 9 OF 11IH175200-0000-CI-DRG-3010 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 10 OF 11IH175200-0000-CI-DRG-3011 GEOTECHNICAL WORKING PLAN AND SECTION SHEET 11 OF 11
ELECTRICALIH175200-052-EE-DRG-001 OPTION 1 SOLAR FARM - INITIAL AND ULTIMATE GENERAL ARRANGEMENTIH175200-052-EE-DRG-002 OPTION 2 SOLAR FARM - INITIAL AND ULTIMATE GENERAL ARRANGEMENTIH175200-052-EE-DRG-201 OPTION 1 SOLAR FARM - INITIAL AND ULTIMATE SINGLE LINE DIAGRAMIH175200-052-EE-DRG-202 OPTION 2 SOLAR FARM - INITIAL AND ULTIMATE SINGLE LINE DIAGRAM
IH175200-052-EE-DRG-301 OPTION 1 - HLP STATION - INITIAL AND ULTIMATE SWITCHROOM GENERALARRANGEMENT
IH175200-052-EE-DRG-302 OPTION 2 - HLP STATION - INITIAL AND ULTIMATE SWITCHROOM GENERALARRANGEMENT
IH175200-052-EE-DRG-303 OPTION 1 & 2 - LLP STATION - INITIAL AND ULTIMATE SWITCHROOMGENERAL ARRANGEMENT
CLARE - HAUGHTON PIPELINE
SUNWATER RIVERPUMP STATIONS
FIT-
1422 MSCL
960 MSCL
960 MSCL
960 MSCL
PIG-
DN25
PIT-
DN25
960 MSCL
PIG-
DN25
PIT-
DN25
960 MSCL
PIG-
DN25
PIT-
DN25
DN150
DN150
DN150
PUMP 1 PUMP 2 PUMP 3
PIG-
DN15
0
OD14
22 31
6SS
OD14
22 31
6SS
OD14
22 31
6SS
LSH-
ME-
LSH-
TE-
MVS-
VE-
LSLL-
LIT-
RIVER PUMP STATION
PUMP 1
PIG-
PIT-
1050 MSCL 1050 MSCL
PUMP 2
PIG-
PIT-
1050 MSCL 1050 MSCL
PUMP 3
PIG-
PIT-
1050 MSCL 1050 MSCL
PUMP 4
PIG-
PIT-
1050 MSCL 1050 MSCL
1626
MSC
L14
22 M
SCL
1422
MSC
L16
26 M
SCL
1829
MSC
L
SHEET 2
SHEET 2HAUGHTON MAIN CHANNEL
TRANSFER PUMP STATION
CREEK
CREEK
SEDIMENTATION DAMEMERGENCYSACRIFICIALOVERFLOW
1829 MSCL
LEGENDPROPOSED PIPEWORK
SAME EACH PUMP
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
960 MSCLDN
200
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
1829 MSCL 1829 MSCL
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
ZSO-
M-
ZSC-
ZIC-
PIG-
PIG-
PIG-
PIG-
SUNWATER BALANCING DAM
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
PUMP
SUBMERSIBLE PUMP
DAM
BUTTERFLY VALVE
NON-RETURN VALVE
AIR VALVE - SINGLE ACTING
AIR VALVE - DOUBLE ACTING
GATE VALVE
FLANGE
REDUCER
MAGNETIC FLOWMETER
BREAL HORIZONTAL LOOP
Y-STRAINER
???
???
PIG LAUNCHER
PIG RECEIVER
1826 MSCL
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 9:26
:49 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-000
2.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
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copy
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ithou
t per
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cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
PIPING AND INSTRUMENTATION DIAGRAMSHEET 1 OF 2
AS SHOWN IH175200-0000-CI-DRG-0002 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
DKA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
CONCEPT DESIGN ISSUE
SHEET 1 BELOW 1HAUGHTON MAIN CHANNEL
SHEET 1 BELOW 2
ABOVE 1 -HAUGHTON MAIN CHANNEL
ABOVE 2 OUTLET ATTOONPAN
SCOUR DAM
PIT-
PIG-
1829 MSCLPIG RECIEVER
EMERGENCYSACRIFICIALOVERFLOW
1829 MSCL
2129 MSCL
STAGE 1 HAUGHTONPUMP STATION
1829 MSCL
DN1800 GRP
114 MSCL 125 PE100
SCOUR DAM
CREEK
CREEK
EMERGENCYSACRIFICIALOVERFLOW
1829 MSCL
114 MSCL
125 P
E100
813 M
SCL
PIG LAUNCHER2129 MSCL
M-
DN20
0
DN25
PIG-
1829 MSCL
1829 MSCL1829 MSCL
CREEK
DN20
0
SCOUR
DN30
0
DN30
0
SCOUR
DN30
0
DN20
0
SCOUR
DN30
0
PIG LAUNCHER2129 MSCL
PIG RECIEVER1829 MSCL
DN25
PIG-
DN25
PIT-
PIT-
PIG-
DN20
0
DN20
0
DN20
0
DN20
0
DN20
0
DN25
DN25DN
200
DN20
0
DN20
0
DN20
0
DN20
0
1829
MSC
L
1829
MSC
L
1829 MSCL
DN30
0
DN30
0
DN30
0
DN30
0
1829 MSCL 1829 MSCL1829 MSCL1829 MSCL1829 MSCL
CREEK
CREEK
DN25
DN25 DN
200
SPILLCHANNEL CONTROL /
DISCHARGE STRUCTURE
OVERFLOW
SCOUR SCOUR SCOUR SCOUR
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 9:26
:53 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-000
2.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
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hanic
al,inc
luding
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ithou
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Gro
up (A
ustra
lia) P
ty Ltd
.
PIPING AND INSTRUMENTATION DIAGRAMSHEET 2 OF 2
AS SHOWN IH175200-0000-CI-DRG-0003 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
DKA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
CONCEPT DESIGN ISSUE
0
0
0
0
W
W W W
W
W
W
W
W
W
WW
W
W
WW
W
W W
W
W
W
WW
W
W
W
W W W
W
W
W
W
W
W
WW
W
W
WW
W
W W
W
W
W
WW
W
W
CH 14
200.0
00
CH 14
400.0
00
1
A
2
3
C BDE
4
5
6
8
7
W
CGS431
2SP123168
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 10:0
0:53 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
2.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
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copy
ing, r
ecor
ding,
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nform
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trieva
l sys
tem, w
ithou
t per
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cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINECOMPILATION PLAN & NOTES
AS SHOWN IH175200-0000-CI-DRG-1002 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
CONCEPT DESIGN ISSUE
DALBEG ROAD
SHEET 1
AYR RAVENSWOOD ROAD
COMPILATION PLAN SCALE 1:40000 (A1)
BURDEKIN RIVER
HAUG
HTON
RIV
ER
SHEET 2 SHEET 3 SHEET 4SHEET 5
SHEE
T 6
SHEET 7SHEET 8
SHEET 9SHEET 10
SHEET 11 SHEET 12 SHEET 13SHEET 14
SHEET 15SHEET 16
SHEET 17SHEET 18 SHEET 19 SHEET 20
SHEE
T 21
LEGEND
STREAM BUFFER
EXISTING SURFACE CONTOUR
FINISHED SURFACE CONTOUR(0.Xm INTERVAL)
EXISTING BUILDING
EXISTING RAILWAY
EXISTING OVERHEAD ELECTRICALE
EXISTING EDGE OF ROAD
39.3
D PROPOSED STORMWATER DRAINAGE
PROPOSED CONSTRUCTION EASEMENT
PROPOSED Ø1829 MSCL PIPELINEW
PROPOSED ELECTRICAL 11kvE
CLARE PUMPSTATIONS
STAGE 1 PUMPSTATION
PIGGINGSTATION 2
PIGGINGSTATION 1
CLARE - HAUGHTON PIPELINE
PROPOSED ELECTRICAL UNDERGROUNDE
SLW SLWRRJ RRJ
CH89
4.48
CH11
38.58
CH11
70.58
-1.0°
HOR
IZ. D
EFLE
C.-1
.0° H
ORIZ
. DEF
LEC.
-1.0°
HOR
IZ. D
EFLE
C.-1
.0° H
ORIZ
. DEF
LEC.
-1.0°
HOR
IZ. D
EFLE
C.-1
.0° H
ORIZ
. DEF
LEC.
90° H
ORIZ
. BEN
D 1.1
° HOR
IZ. D
EFLE
C.45
° HOR
IZ. B
END
1.1
° HOR
IZ. D
EFLE
C.1.1
° HOR
IZ. D
EFLE
C.1.1
° HOR
IZ. D
EFLE
C.22
.5° H
ORIZ
. BEN
D
-22.5
° HOR
IZ. B
END
45° H
ORIZ
. BEN
D
-22.5
° HOR
IZ. B
END
22.5°
HOR
IZ. B
END
0.3° V
ERT.
DEF
LEC.
-0.2°
VER
T. D
EFLE
C.
1.0° VERT. DEFLEC.
-0.4°
VER
T. D
EFLE
C.
0.5° V
ERT.
DEF
LEC. -6
.8° V
ERT.
COM
BINE
D
-2.7°
VER
T. C
OMBI
NED
0.2° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
-0.9°
VER
T. D
EFLE
C.-0
.6° V
ERT.
DEF
LEC.
-0.4°
VER
T. D
EFLE
C.
-9.6°
VER
T. C
OMBI
NED
0.2° V
ERT.
DEF
LEC.
7.0° V
ERT.
BEN
D
0.5° V
ERT.
DEF
LEC.
0.2° V
ERT.
DEF
LEC.
CH38
7.25 A
IR R
ELEA
SE
CH58
3.915
AIR
REL
EASE
CH67
8.415
AIR
REL
EASE
CH47
3.511
SCO
UR
CH65
5.915
SCO
UR
CH15
66.67
6 SCO
UR
-1.43% -0.89%-1.24%
-2.94% 6.10% 6.90% 6.90% -4.94%-9.62%
-7.86%-6.12%
-4.38%-2.64%
-0.90%0.84%
2.58%4.32%
6.06%7.80%
6.06%4.32%
2.58%
0.84% 0.61%1.02%-0.72%
-2.46%-3.96%
-5.07%-5.70%
-3.96%-2.22%
-0.48%1.26%
2.96%-13.91%
-13.52% -1.03% -0.10% 0.21%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
0.000
3.241
36.94
033
.700
1.873
3.255
36.92
833
.673
15.37
32.8
6836
.348
33.48
128
.873
3.039
36.32
733
.288
36.92
03.0
5336
.226
33.17
342
.373
3.148
36.27
233
.125
55.87
33.2
5036
.255
33.00
469
.373
3.462
36.34
632
.884
88.10
03.4
4536
.162
32.71
710
0.000
3.683
36.25
332
.570
115.1
003.9
9336
.376
32.38
212
4.100
4.416
36.53
332
.118
133.1
005.4
0337
.099
31.69
713
9.100
5.724
37.03
631
.311
145.1
005.7
0336
.733
31.03
115
1.100
5.881
36.73
530
.854
157.1
006.0
1236
.794
30.78
216
3.100
5.998
36.81
330
.815
169.1
005.8
4736
.799
30.95
117
5.100
5.724
36.91
731
.193
181.1
005.4
1136
.950
31.53
818
7.100
5.004
37.05
332
.048
193.1
004.6
2437
.286
32.66
319
9.100
4.310
37.48
333
.173
200.0
004.3
2937
.563
33.23
320
5.100
3.978
37.55
533
.578
213.9
583.5
5437
.672
34.11
823
8.590
3.016
38.63
735
.620
268.3
553.0
2440
.697
37.67
430
0.000
3.156
43.01
339
.857
373.7
503.0
3347
.978
44.94
538
7.250
3.895
49.77
145
.877
397.0
114.0
0049
.395
45.39
540
0.000
4.087
49.33
445
.247
410.5
113.8
5648
.583
44.72
842
4.011
3.643
47.70
444
.061
437.5
113.5
9146
.985
43.39
444
3.511
3.425
46.24
242
.817
449.5
113.2
7645
.621
42.34
545
5.511
3.112
45.09
041
.978
461.5
113.2
6144
.976
41.71
546
7.511
3.802
45.35
941
.557
473.5
114.5
0146
.004
41.50
347
9.511
4.620
46.17
341
.553
485.5
114.5
9846
.306
41.70
849
1.511
4.714
46.68
241
.967
497.5
114.4
9946
.830
42.33
150
0.000
4.342
46.86
742
.525
503.5
114.1
7246
.971
42.79
950
9.511
4.004
47.16
743
.162
515.5
113.8
8247
.303
43.42
252
1.511
3.699
47.27
643
.576
527.5
113.6
1347
.240
43.62
757
4.915
4.245
48.15
943
.914
583.9
154.1
8348
.188
44.00
659
2.915
4.193
48.13
443
.941
600.0
004.4
1648
.183
43.76
760
1.915
4.391
48.11
143
.719
610.9
153.4
7846
.841
43.36
361
9.915
3.207
46.11
442
.907
628.9
153.1
6245
.555
42.39
463
7.915
3.219
45.25
642
.037
646.9
153.3
4745
.184
41.83
865
5.915
3.072
44.86
741
.794
664.9
153.1
3745
.045
41.90
867
8.415
3.704
46.01
242
.308
683.4
154.8
2046
.432
41.61
370
0.000
3.686
42.99
239
.306
705.4
153.0
2941
.582
38.55
371
8.915
3.570
40.29
836
.728
780.9
503.6
5939
.750
36.09
080
0.000
3.538
39.43
235
.895
878.4
843.1
2938
.217
35.08
990
0.000
3.151
38.01
834
.868
903.1
513.1
8838
.024
34.83
510
00.00
03.0
6837
.806
34.73
811
00.00
04.1
2238
.760
34.63
711
54.58
13.7
7438
.357
34.58
212
00.00
03.2
4137
.777
34.53
713
00.00
03.1
7537
.611
34.43
614
00.00
03.3
1637
.652
34.33
6
1500
.000
3.716
37.95
134
.235
1566
.676
3.234
37.40
234
.168
1600
.000
3.075
37.31
234
.237
1700
.000
3.300
37.74
534
.446
1750
.000
3.215
37.76
534
.550
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 8.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
TYPE A
1.0° VERT. DEFLEC. 5x1.0
° VER
T. D
EFLE
C.
15x
13x
SCOU
R
-4.68%-6.42%
-4.68%-2.94%
-1.20%0.54%
2.28%
4.02%5.76%
8.50%10.24%
8.50%6.75%
6.10%
22 GS1042
RRJ SLW
HMCCROSSING22 GS1042 22 GS1047
POWEREASEMENT
CH45
3.51
CH71
9.95
POWEREASEMENT
EE
EE
11KV11KV
11KV11KV11KV11KV
11KV11KV
E
E
E
E
EE
EE
WW
W
W
W
W
WW
W
W
W WW
WW
WW
W
WW
W
W
W
W
WW
W
W
W WW
WW
WW
W
HAUGHTON MAIN CHANNEL
BARRATTA CREEK
CH 400.000
CH 60
0.000
CH 80
0.000
CH 10
00.00
0
CH 12
00.00
0
CH 14
00.00
0
CH 16
00.00
0
CH 387.250CH 437.511
CH 68
3.415
CH 78
0.950
CH 87
8.484
CH 11
54.58
1
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E
UNNA
MED
CREE
K
BGS100
9
AGS510
22GS1042
22GS1042
CH 17
50.00
0//
//
//
//
//
////
////
W
WW
W
WW
W
W
11KV
11KV
E
E
E
E
EE
E
E
E
//
W W WW
W
EE
E E E EW W W
WW
HAUGHTON MAIN CHANNEL
CH 20
0.000
DD
D
DALBEG RD
289SP117630
22GS1042
W
W
CH 213.9
57
CH 0.
000
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
1:19 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 1 OF 211:2500 IH175200-0000-CI-DRG-1005 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOINS RIGHT JOINS LEFT
HV POWER LINE TOWERS
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
006
HAUGHTON MAIN
CHANNEL
CH 400.000
CH 387.250
RIVER PUMP STATION
TRANSFER PUMPSTATION SITE
TYPE A TYPE C TYPE A
RRJRRJ SLW
CH24
69.57
CH24
89.57
CH30
75.89
CH30
95.89
SLW RRJ
22.5°
HOR
IZ. B
END
11.25
° HOR
IZ. B
END
-1.1°
VER
T. D
EFLE
C.
0.6° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
-0.1°
VER
T. D
EFLE
C.
-0.7°
VER
T. D
EFLE
C.
0.1° V
ERT.
DEF
LEC.
-0.3°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
0.3° V
ERT.
DEF
LEC.
-0.3°
VER
T. D
EFLE
C.
-0.3°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
CH17
51 A
IR R
ELEA
SE
CH19
41.49
8 AIR
REL
EASE
CH31
26.03
2 AIR
REL
EASE
CH18
45.73
6 SCO
UR
CH28
19.81
7 SCO
UR
0.21% -1.68% -0.71%1.03%
2.76%4.51%
2.78%
1.03%0.82% -0.37% -0.12% -0.72% -0.19% 0.40% -0.11% -0.58% -0.10%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1750
.000
3.216
37.76
534
.550
1751
.000
3.220
37.77
234
.552
1800
.000
4.242
37.97
233
.730
1832
.236
4.667
37.85
633
.189
1845
.736
3.873
36.96
633
.093
1859
.236
3.786
37.01
733
.231
1872
.736
4.548
38.15
333
.604
1886
.236
4.889
39.10
334
.214
1899
.736
4.504
39.09
234
.589
1900
.000
4.482
39.07
434
.591
1913
.236
4.018
38.74
734
.728
1941
.498
3.499
38.45
834
.959
2000
.000
3.341
38.08
134
.740
2063
.033
3.087
37.59
134
.504
2100
.000
3.488
37.94
734
.460
2200
.000
3.084
37.42
334
.339
2287
.139
3.145
37.37
834
.233
2300
.000
3.077
37.21
834
.140
2400
.000
3.376
36.79
433
.418
2404
.285
3.453
36.84
033
.387
2479
.563
3.385
36.63
233
.246
2500
.000
3.657
36.86
533
.208
2600
.000
3.551
36.57
233
.021
2700
.000
3.320
36.15
332
.834
2800
.000
3.455
36.10
132
.646
2819
.817
3.386
35.99
532
.609
2900
.000
3.127
36.05
632
.929
3000
.000
3.099
36.42
733
.327
3085
.893
3.208
36.87
833
.670
3100
.000
3.391
37.11
733
.726
3126
.032
3.115
36.94
533
.830
3200
.000
5.123
38.87
533
.752
3294
.929
3.043
36.69
433
.652
3300
.000
3.000
36.62
233
.622
3400
.000
3.000
36.03
833
.038
3430
.169
3.090
35.95
232
.862
3500
.000
3.049
35.84
032
.791
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 10.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
UNNAMEDCREEK22 GS1042 22 GS1042
AIR
RELE
ASE
WW
WW
WW
WW
W W
W
W
W
W
W
WW W W W W WW
WW
WW
WW
WW W
W
W
W
W
W
WW W W W W W
HAUGHTON MAIN CHANNEL
CH 18
00.00
0
CH 20
00.00
0
CH 22
00.00
0
CH 24
00.00
0
CH 26
00.00
0
CH 28
00.00
0
CH 30
00.00
0
CH 32
00.00
0
CH 34
00.00
0
CH 24
79.56
3
CH 30
85.89
3
UNNA
MED
CREE
K
22GS1042
CH 17
50.00
0
CH 35
00.00
0
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
1:45 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 2 OF 211:2500 IH175200-0000-CI-DRG-1006 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
007
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
005
TYPE A TYPE D
UNNAMED CREEK
SLW RRJ SLW SLW RRJ
TYPE A
CH35
69.6
CH35
89.6
CH39
82.9
CH40
14.97
CH43
35.6
CH43
55.6
11.25
° HOR
IZ. B
END
-1
.1° H
ORIZ
. BEN
D
-1.1°
HOR
IZ. B
END
22.5°
HOR
IZ. B
END
1.1
° HOR
IZ. D
EFLE
C.1.1
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.0.5
° HOR
IZ. D
EFLE
C.
-1.0°
HOR
IZ. D
EFLE
C.-1
.0° H
ORIZ
. DEF
LEC.
-1.0°
HOR
IZ. D
EFLE
C.
-1.0°
HOR
IZ. D
EFLE
C.11
.25° H
ORIZ
. BEN
D
0.5° V
ERT.
DEF
LEC.
-0.5°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
CH39
00 A
IR R
ELEA
SE
CH38
00.33
1 SCO
UR
CH49
69.22
6 SCO
UR
-0.10% 0.71% -0.10% 0.22%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
3500
.000
3.049
35.84
032
.791
3579
.605
3.267
35.97
832
.711
3593
.105
3.227
35.92
532
.698
3600
.000
3.300
35.99
132
.691
3606
.605
3.227
35.91
132
.684
3700
.000
3.000
35.59
132
.591
3800
.000
3.139
35.62
932
.490
3800
.331
3.140
35.63
032
.490
3900
.000
3.000
36.19
333
.193
3998
.972
3.303
36.39
633
.093
4000
.000
3.310
36.40
233
.092
4012
.472
3.106
36.18
633
.080
4025
.972
3.084
36.15
033
.066
4039
.472
2.945
35.99
833
.052
4052
.972
3.041
36.07
933
.039
4066
.472
3.133
36.15
933
.025
4100
.000
3.260
36.25
132
.991
4200
.000
3.000
35.89
032
.890
4291
.562
3.063
35.86
132
.798
4300
.000
3.108
35.89
832
.789
4305
.062
3.085
35.86
932
.784
4318
.562
3.169
35.94
032
.770
4332
.062
3.218
35.97
532
.757
4345
.562
3.236
35.97
932
.743
4400
.000
3.333
36.02
132
.688
4500
.000
3.571
36.15
832
.587
4600
.000
3.146
35.63
232
.486
4700
.000
3.078
35.46
332
.385
4800
.000
3.227
35.51
132
.284
4900
.000
3.461
35.64
332
.183
4969
.226
3.451
35.56
432
.113
5000
.000
3.506
35.68
832
.181
5100
.000
3.279
35.68
332
.404
5200
.000
2.981
35.60
832
.627
5250
.000
2.944
35.68
232
.739
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 9.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
RRJ
22 GS1042
AIR
RELE
ASE
SCOU
RSE
CTIO
N VA
LVE
22 GS1042
W W
W
W
W
WW
W
W
W
W W W W W W W W W W W W W
W
W W
W
W
W
WW
W
W
W
W W W W W W W W W W W W W
W
HAUGHTON MAIN CHANNEL
CH 36
00.00
0
CH 38
00.00
0
CH 40
00.00
0
CH 42
00.00
0
CH 44
00.00
0
CH 46
00.00
0
CH 48
00.00
0
CH 50
00.00
0
CH 52
00.00
0
CH 5400.
000
CH 39
98.97
2
CH 43
45.56
2
CH 53
41.81
8
UNNAMED CREEK
22
22GS1042
CH 35
00.00
0
CH 52
50.00
0
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
2:13 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 3 OF 211:2500 IH175200-0000-CI-DRG-1007 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
008
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
006
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
CONCEPT DESIGN ISSUE
TYPE A TYPE D TYPE A TYPE A
RRJSLW SLW SLWRRJ RRJ
CH52
78.8
CH44
04.8
CH58
08.8
CH59
34.8
CH65
70.7
CH66
96.7
45° H
ORIZ
. BEN
D
1.0° H
ORIZ
. DEF
LEC.
1.0° H
ORIZ
. DEF
LEC.
1.0° H
ORIZ
. DEF
LEC.
1.0° H
ORIZ
. DEF
LEC.
-0.5°
HOR
IZ. D
EFLE
C.
-0.4°
HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.1.0
° HOR
IZ. D
EFLE
C.45
° HOR
IZ. B
END
45° H
ORIZ
. BEN
D
-0.5°
VER
T. D
EFLE
C.
0.4° V
ERT.
DEF
LEC.
-0.4°
VER
T. D
EFLE
C.
-1.0°
VER
T. D
EFLE
C.
1.0° V
ERT.
DEF
LEC.
0.4° V
ERT.
DEF
LEC.
-0.0°
VER
T. D
EFLE
C.
CH55
00 A
IR R
ELEA
SE
CH63
80.68
8 AIR
REL
EASE
CH57
19.81
7 SCO
UR
CH64
61.68
8 SCO
UR
0.22% -0.58% 0.11% -0.57%-2.31%
-0.53% 0.15% 0.11%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
5250
.000
2.944
35.68
232
.739
5300
.000
2.825
35.67
532
.850
5341
.818
2.939
35.88
232
.943
5355
.318
2.946
35.91
932
.973
5368
.818
3.020
36.02
333
.003
5382
.318
3.079
36.11
333
.033
5395
.818
3.013
36.07
633
.064
5400
.000
3.073
36.14
633
.073
5409
.318
3.010
36.10
333
.094
5500
.000
3.000
36.29
633
.296
5600
.000
3.420
36.13
532
.716
5700
.000
3.435
35.57
032
.136
5719
.817
3.627
35.64
832
.021
5790
.791
3.610
35.70
632
.096
5800
.000
3.482
35.58
832
.106
5804
.291
3.503
35.61
432
.110
5817
.791
3.492
35.61
732
.125
5831
.291
3.220
35.35
932
.139
5844
.791
32.15
358
58.29
13.0
9235
.260
32.16
858
71.79
13.5
0535
.687
32.18
259
00.00
03.2
3735
.449
32.21
2
6000
.000
3.149
35.46
732
.318
6100
.000
3.239
35.66
332
.424
6200
.000
3.500
36.03
032
.530
6300
.000
2.975
35.61
132
.636
6380
.688
3.613
36.33
532
.722
6400
.000
3.611
36.22
332
.612
6407
.688
3.690
36.25
832
.568
6448
.188
2.923
34.55
631
.633
6461
.688
4.533
36.09
431
.561
6500
.000
4.511
36.12
931
.618
6600
.000
3.990
35.75
731
.767
6633
.744
2.921
34.73
831
.818
6700
.000
2.864
34.78
031
.916
6761
.082
3.387
35.39
532
.007
6800
.000
3.947
35.99
732
.049
6900
.000
3.426
35.58
432
.158
7000
.000
4.327
36.59
332
.266
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 9.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
RRJ
UNNAMED CREEK
AIR
RELE
ASE
22 GS1042 22 GS1042
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
HAUGHTON MAIN CHANNEL
CH 52
00.00
0
CH 54
00.00
0
CH 56
00.00
0
CH 58
00.00
0
CH 60
00.00
0
CH 62
00.00
0
CH 64
00.00
0
CH 66
00.00
0
CH 68
00.00
0
CH 70
00.00
0
CH 53
41.81
8
CH 58
71.79
1
CH 66
33.74
4UNNAMED
CREEK
22GS1042
22GS1042
CH 52
50.00
0
CH 70
00.00
0
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
2:38 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 4 OF 211:2500 IH175200-0000-CI-DRG-1008 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
009
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
007
RRJ SLW RRJ
TYPE A
CH72
45.6
CH72
65.6
11.25
° HOR
IZ. B
END
-0.2°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
-0.2°
VER
T. D
EFLE
C.
CH74
51.25
7 AIR
REL
EASE
CH83
00 A
IR R
ELEA
SE
CH77
33.18
9 SCO
UR
0.11% -0.31% 0.20% -0.15%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
7000
.000
4.327
36.59
332
.266
7100
.000
3.337
35.71
232
.374
7200
.000
3.201
35.68
432
.483
7255
.570
3.051
35.59
432
.543
7300
.000
3.495
36.08
632
.591
7400
.000
3.142
35.84
132
.699
7451
.257
3.032
35.78
732
.755
7500
.000
3.467
36.07
232
.605
7600
.000
3.891
36.18
732
.296
7700
.000
3.279
35.26
731
.988
7733
.189
3.086
34.97
131
.886
7800
.000
3.104
35.12
132
.017
7900
.000
3.260
35.47
332
.213
8000
.000
3.435
35.84
432
.409
8100
.000
3.412
36.01
832
.606
8200
.000
3.240
36.04
232
.802
8300
.000
3.000
35.99
832
.998
8400
.000
3.122
35.96
832
.846
8500
.000
3.357
36.05
132
.694
8600
.000
3.300
35.84
232
.542
8700
.000
3.332
35.72
232
.390
8750
.000
3.551
35.86
532
.314
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 9.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
22 GS1042
W
W
W
W W W W W W W W W W W W W W W W W W W
W
W
W
W W W W W W W W W W W W W W W W W W W
HAUGHTON MAIN CHANNEL
CH 70
00.00
0
CH 72
00.00
0
CH 74
00.00
0
CH 76
00.00
0
CH 78
00.00
0
CH 80
00.00
0
CH 82
00.00
0
CH 84
00.00
0
CH 86
00.00
0
CH 72
55.57
0
22GS1042
CH 70
00.00
0
CH 87
50.00
0
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
2:59 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 5 OF 211:2500 IH175200-0000-CI-DRG-1009 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
008
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
007
PLANSCALE 1:2500 (A1)
SLWRRJ SLWRRJ RRJ
TYPE A TYPE C TYPE A
CH92
02.4
CH92
34.4
CH10
257.4
CH10
277.4
22.5°
HOR
IZ. B
END
11.25
° HOR
IZ. B
END
0.1° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.
-1.0°
VER
T. D
EFLE
C.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.
-1.0°
VER
T. D
EFLE
C.
-0.2°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
CH95
30.36
6 AIR
REL
EASE
CH10
194.0
22 A
IR R
ELEA
SE
CH88
93.22
4 SCO
UR
CH96
38.36
6 SCO
UR
CH10
487.4
64 S
COUR
-0.15% 0.10% -1.63% -3.38%-1.64%
0.10%1.84%
3.58%3.58%
1.84%1.84% 0.14% -0.22% 0.13%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
8750
.000
3.551
35.86
532
.314
8800
.000
3.291
35.52
932
.238
8893
.224
3.712
35.80
832
.096
8900
.000
3.638
35.74
132
.103
9000
.000
3.390
35.59
432
.205
9100
.000
3.287
35.59
332
.306
9200
.000
3.233
35.64
132
.407
9218
.398
3.241
35.66
732
.426
9300
.000
3.377
35.88
532
.509
9400
.000
3.238
35.84
932
.610
9500
.000
3.390
36.10
232
.712
9530
.366
3.204
35.94
632
.743
9597
.866
4.733
36.37
531
.642
9600
.000
4.734
36.30
431
.570
9624
.866
5.393
36.12
330
.730
9638
.366
5.723
36.23
230
.508
9651
.866
5.371
35.89
330
.522
9665
.366
5.469
36.24
030
.770
9678
.866
5.238
36.49
131
.254
9692
.366
4.738
36.47
531
.737
9700
.000
4.405
36.28
331
.877
9705
.866
4.358
36.34
331
.985
9719
.366
4.130
36.36
332
.234
9800
.000
3.540
35.88
632
.346
9900
.000
3.168
35.65
332
.486
1000
0.000
3.244
35.86
932
.625
1010
0.000
3.143
35.90
732
.765
1019
4.022
3.047
35.94
332
.896
1020
0.000
3.071
35.95
332
.882
1026
7.335
3.280
36.01
132
.731
1030
0.000
3.349
36.00
732
.658
1040
0.000
3.138
35.57
232
.434
1048
7.464
3.339
35.57
632
.237
1050
0.000
3.285
35.53
832
.253
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 8.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
22 GS1042 22 GS1042UNNAMED CREEK
W
W
W
W
W
W
W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W
W
W
W
HAUGHTON MAIN CHANNEL
CH 88
00.00
0
CH 90
00.00
0
CH 92
00.00
0
CH 94
00.00
0
CH 96
00.00
0
CH 98
00.00
0
CH 10
000.0
00
CH 10
200.0
00
CH 10
400.0
00
CH 92
18.39
8
CH 10
267.3
35
UNNAMED CREEK
2SP289518
22GS1042
CH 87
50.00
0
CH 10
500.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
3:16 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
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hanic
al,inc
luding
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ecor
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or by
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ation
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nd re
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l sys
tem, w
ithou
t per
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ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 6 OF 211:2500 IH175200-0000-CI-DRG-1010 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
011
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
009
RRJ SLW SLW RRJ
TYPE B TYPE ASLW
CH10
729.3
CH10
749.3
CH10
888
CH10
912
CH10
966.2
CH10
990.2
CH11
345.9
CH11
377.9
SLWRRJ RRJ
TYPE A
10.5°
HOR
IZ. B
END
11.25
HOR
IZ. B
END
11.25
° HOR
IZ. B
END
11.25
° HOR
IZ. B
END
22.5°
HOR
IZ. B
END
-0.4°
VER
T. D
EFLE
C.
0.4° V
ERT.
DEF
LEC.
-0.4°
VER
T. D
EFLE
C.
0.7° V
ERT.
DEF
LEC.
-0.1°
VER
T. D
EFLE
C.
CH10
922.8
89 A
IR R
ELEA
SE
CH12
000 A
IR R
ELEA
SE
CH11
158.2
08 S
COUR
SCOU
R
0.13% -0.59% 0.11% -0.52% 0.74%0.63%
PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1050
0.000
3.285
35.53
832
.253
1058
0.018
3.388
35.74
332
.356
1060
0.000
3.287
35.66
832
.381
1070
0.000
3.071
35.58
032
.509
1073
9.297
3.139
35.69
832
.559
1080
0.000
3.313
35.95
032
.637
1090
0.000
3.663
36.42
832
.765
1090
5.760
3.743
36.51
532
.772
1092
2.889
3.297
36.09
132
.794
1097
8.170
3.259
35.72
632
.467
1100
0.000
3.000
35.33
832
.338
1110
0.000
3.487
35.23
431
.746
1115
8.208
3.648
35.05
031
.402
1120
0.000
3.801
35.24
731
.446
1130
0.000
3.728
35.27
931
.552
1136
1.977
3.619
35.23
631
.617
1140
0.000
3.542
35.19
931
.657
1150
0.000
3.415
35.17
831
.763
1160
0.000
3.429
35.29
831
.869
1170
0.000
3.383
35.35
831
.975
1180
0.000
3.144
35.22
432
.080
1190
0.000
3.131
35.31
732
.186
1200
0.000
3.000
35.29
232
.292
1210
0.000
3.889
35.65
731
.768
1220
0.000
4.353
35.59
731
.244
1222
6.960
4.150
35.25
331
.103
1223
9.960
3.616
34.81
631
.199
1225
0.000
4.007
35.27
031
.262
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 8.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
SCOU
RSE
CTIO
N VA
LVE
AIR
RELE
ASE
22 GS1042 HMC CORRIDOR 71 SP289517W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
HAUGHTON MAIN CHANNEL
CH 1040
0.000
CH 10
600.0
00
CH 10
800.0
00 CH 11
000.0
00
CH 11
200.0
00
CH 11
400.0
00
CH 11
600.0
00
CH 11
800.0
00
CH 12
000.0
00
CH 12
200.0
00
CH 1058
0.018
CH 10
739.2
97
CH 10
905.7
60
CH 10
978.1
70
CH 11
361.9
77
2SP289518
71SP289517
71SP289517
CH 1050
0.000
CH 12
250.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
3:42 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 7 OF 211:2500 IH175200-0000-CI-DRG-1011 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
012
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
010
TYPE C TYPE A TYPE ASLW
CH12
491.3
CH12
511.3
RRJ RRJ SLW
CH13
09.5
CH13
29.5
RRJ
SCOTT'S CREEK
11.25
° HOR
IZ. B
END
11.25
° HOR
IZ. B
END
-0.3°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.
-1.0°
VER
T. D
EFLE
C.
-0.1°
VER
T. D
EFLE
C.
0.1° V
ERT.
DEF
LEC.
CH12
325.7
5 AIR
REL
EASE
CH12
501.2
5 AIR
REL
EASE
CH12
393.2
5 SCO
UR
CH13
982.5
88 S
COUR
0.63% 0.10%-1.65%
-3.40%-5.15%
-3.40%
-1.65%0.10%
1.85%3.60%
1.85%0.10% -0.05% 0.10%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1225
0.000
4.007
35.27
031
.262
1228
9.069
4.203
35.71
131
.508
1230
0.000
3.996
35.57
331
.577
1231
2.250
3.931
35.58
431
.654
1232
5.750
4.367
36.03
431
.667
1233
9.250
4.778
36.22
231
.444
1235
2.750
5.204
36.19
030
.985
1236
6.250
6.125
36.41
530
.290
1237
6.895
6.373
36.30
129
.928
1237
9.750
6.458
36.28
929
.831
1239
3.250
4.663
34.27
229
.608
1240
0.000
4.000
33.61
529
.615
1240
6.750
4.536
34.15
829
.622
1242
0.250
6.573
36.44
529
.872
1244
7.250
5.243
36.08
630
.844
1247
4.250
4.287
35.63
031
.343
1250
0.000
4.144
35.51
331
.369
1250
1.250
4.169
35.53
931
.370
1252
5.725
4.281
35.63
831
.357
1260
0.000
4.253
35.57
031
.317
1270
0.000
4.126
35.38
931
.263
1280
0.000
4.044
35.25
331
.209
1290
0.000
3.866
35.02
131
.155
1300
0.000
3.911
35.01
231
.101
1310
0.000
3.697
34.74
431
.047
1320
0.000
3.676
34.66
930
.993
1330
0.000
3.800
34.73
930
.939
1340
0.000
3.492
34.37
730
.886
1350
0.000
3.465
34.29
630
.832
1360
0.000
3.362
34.14
030
.778
1370
0.000
3.329
34.05
330
.724
1380
0.000
3.247
33.91
730
.670
1390
0.000
3.224
33.84
030
.616
1391
7.455
3.267
33.87
330
.607
1398
2.588
3.513
34.08
530
.572
1400
0.000
3.380
33.96
930
.589
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 7.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
71 SP289517
HGS684
AIR
RELE
ASE
AIR
RELE
ASE
71 SP289517
WW
WW W W W W W W W W W W W W W W W W W
WWW
WW W W W W W W W W W W W W W W W W W
W
AYR RAVENSWOOD RD
HAUGHTON MAIN CHANNEL
CH 12
400.0
00
CH 12
600.0
00
CH 12
800.0
00
CH 13
000.0
00
CH 13
200.0
00
CH 13
400.0
00
CH 13
600.0
00
CH 13
800.0
00
CH 14
000.0
00
CH 12
525.7
25
CH 13
917.4
55
AYR RAVENSWOOD RD
HGS
684
2
71SP289517
71
SP289517
SCOTT'S CREEK
CH 12
250.0
00
CH 14
000.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
4:18 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 8 OF 211:2500 IH175200-0000-CI-DRG-1012 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
013
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
011
SLW
CH14
637
CH14
763
SLW
CH15
339.4
CH15
359.4
RRJ RRJ RRJ
TYPE A TYPE D TYPE A
WOODHOUSE CREEK45
° HOR
IZ. B
END
11.25
° HOR
IZ. B
END
-0.6°
VER
T. D
EFLE
C.
0.5° V
ERT.
DEF
LEC.
0.4° V
ERT.
DEF
LEC.
CH15
285.0
33 A
IR R
ELEA
SE
CH15
587.1
61 S
COUR
0.10% -0.97% -0.10% 0.63%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1400
0.000
3.380
33.96
930
.589
1410
0.000
3.258
33.94
830
.690
1420
0.000
3.831
34.62
130
.790
1430
0.000
3.053
33.94
430
.891
1440
0.000
3.436
34.42
730
.992
1450
0.000
3.468
34.56
031
.092
1460
0.000
3.266
34.45
931
.193
1470
0.000
3.941
35.23
431
.293
1471
9.884
4.350
35.66
331
.313
1480
0.000
3.786
35.18
031
.394
1490
0.000
3.215
34.70
931
.495
1500
0.000
2.848
34.44
331
.595
1510
0.000
3.886
35.58
231
.696
1520
0.000
3.482
35.27
931
.796
1528
5.033
3.518
35.40
031
.882
1530
0.000
3.507
35.24
331
.736
1534
9.363
3.932
35.18
831
.256
1540
0.000
3.724
34.48
730
.763
1550
0.000
4.427
34.21
629
.790
1557
3.661
4.799
33.87
129
.073
1558
7.161
4.721
33.78
029
.059
1560
0.000
4.767
33.90
729
.140
1570
0.000
4.841
34.61
129
.770
1575
0.000
4.221
34.30
630
.085
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 6.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
71 SP289517 AYR RAVENSWOOD RD 71 SP289517 71 SP289517W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
OF
AYR RAVENSWOOD RD HAUGHTON MAIN CHANNEL
CH 14
000.0
00
CH 14
200.0
00
CH 14
400.0
00
CH 14
600.0
00
CH 14
800.0
00
CH 15
000.0
00
CH 15
200.0
00
CH 15
400.0
00
CH 15
600.0
00
CH 15
800.0
00
CH 13
917.4
55
CH 14
719.8
84
CH 15
349.3
63
PIGGING STATION 1AYR RAVENSWOOD RD
WOO
DHOU
SE C
REEK
2SP289518
71SP289517
CH 14
000.0
00 CH 15
750.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
4:46 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 9 OF 211:2500 IH175200-0000-CI-DRG-1013 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
012
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
014
SLW
CH16
406.1
CH16
532.1
RRJ RRJ
TYPE A TYPE D TYPE A
UNNAMED CREEK45
° HOR
IZ. B
END
-0.3°
VER
T. D
EFLE
C.
-0.2°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
-0.3°
VER
T. D
EFLE
C.
-0.3°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
1.1° V
ERT.
DEF
LEC.
CH16
145.0
67 A
IR R
ELEA
SE
CH16
600 A
IR R
ELEA
SE
CH16
271.7
64 S
COUR
CH17
409.3
77 S
COUR
0.63% 0.11% -0.29% 0.19% 0.18% -0.31% -0.78% -0.28% 1.66%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1575
0.000
4.221
34.30
630
.085
1579
7.684
3.432
33.81
830
.386
1580
0.000
3.383
33.77
130
.388
1590
0.000
2.981
33.47
930
.498
1600
0.000
3.069
33.67
630
.607
1610
0.000
3.139
33.85
530
.717
1614
5.067
3.113
33.87
930
.766
1620
0.000
3.050
33.65
730
.608
1627
1.764
3.062
33.46
330
.401
1630
0.000
3.026
33.47
930
.454
1640
0.000
3.116
33.75
830
.642
1646
9.116
3.230
34.00
230
.772
1650
0.000
3.000
33.83
030
.830
1660
0.000
3.000
34.00
631
.006
1670
0.000
3.000
33.69
230
.692
1680
0.000
3.326
33.24
029
.915
1690
0.000
3.498
32.63
629
.137
1697
2.979
3.484
32.05
428
.570
1700
0.000
3.252
31.74
528
.493
1710
0.000
4.185
32.39
528
.210
1720
0.000
4.292
32.21
827
.927
1730
0.000
4.952
32.59
627
.643
1740
0.000
4.349
31.70
927
.360
1740
9.377
3.935
31.26
927
.334
1750
0.000
3.389
32.22
628
.837
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 4.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
71 SP289517 71 SP289517
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
HAUGHTON MAIN CHANNELCH
1580
0.000
CH 16
000.0
00
CH 16
200.0
00
CH 16
400.0
00
CH 16
600.0
00
CH 16
800.0
00
CH 17
000.0
00
CH 17
200.0
00
CH 17
400.0
00
CH 17
600.0
00
CH 16
469.1
16
UNNA
MED
CREE
K
71SP289517
71SP289517
CH 15
750.0
00
CH 17
500.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
5:11 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 10 OF 211:2500 IH175200-0000-CI-DRG-1014 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1) PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
015
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
013
SLW
CH17
650.2
CH17
670.2
SLW
CH18
090
CH18
110
SLW SLW
CH18
613.3
CH18
633.3
SLW
CH19
033.4
CH19
053.4
SLWCH
1822
7.2
CH18
353.2
RRJ RRJ RRJ RRJ RRJ RRJ
TYPE A
9.7° H
ORIZ
. BEN
D
45° H
ORIZ
. BEN
D
11.25
° HOR
IZ. B
END
11.25
° HOR
IZ. B
END
-0.1°
VER
T. D
EFLE
C.
-0.7°
VER
T. D
EFLE
C.
0.6° V
ERT.
DEF
LEC.
0.6° V
ERT.
DEF
LEC.
-0.6°
VER
T. D
EFLE
C.-0
.6° V
ERT.
DEF
LEC.
-1.1°
VER
T. D
EFLE
C.
0.9° V
ERT.
DEF
LEC.
-0.8°
VER
T. D
EFLE
C.
-0.3°
VER
T. D
EFLE
C.
0.5° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
0.9° V
ERT.
DEF
LEC.
-1.1°
VER
T. D
EFLE
C.
-1.1°
VER
T. D
EFLE
C.
CH18
100 A
IR R
ELEA
SE
CH19
200 A
IR R
ELEA
SE
CH18
925.5
95 S
COUR
1.66% 1.52% 0.35% 1.37% 2.40% 1.28% 0.16% -1.84% -0.27% -0.20% -1.57% -2.00%-1.14%
0.61% 2.12% 0.22% -1.67%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1750
0.000
3.389
32.22
628
.837
1757
4.585
3.102
33.17
630
.074
1760
0.000
3.167
33.62
730
.460
1766
0.212
3.514
34.88
931
.375
1770
0.000
3.568
35.54
831
.980
1773
6.164
3.213
35.74
332
.530
1780
0.000
3.302
36.05
532
.753
1786
5.442
3.312
36.29
332
.981
1787
8.442
3.253
36.41
333
.160
1790
0.000
3.403
37.08
033
.677
1799
3.500
3.016
38.93
435
.918
1800
0.000
3.073
39.07
436
.001
1800
6.500
3.123
39.20
736
.084
1810
0.000
3.000
39.23
336
.233
1820
0.000
3.363
37.75
734
.394
1829
0.160
3.000
35.73
632
.736
1830
0.000
3.129
35.83
932
.710
1840
0.000
3.000
35.44
332
.443
1850
0.000
3.031
35.27
832
.247
1860
0.000
3.222
35.27
232
.051
1862
3.254
3.302
35.30
732
.005
1868
7.116
3.027
34.90
731
.880
1870
0.000
3.175
34.85
331
.678
1880
0.000
3.666
33.77
730
.110
1886
8.147
3.163
32.20
529
.042
1890
0.000
4.200
32.60
328
.403
1891
2.095
4.373
32.53
428
.161
1892
5.595
4.129
32.13
528
.007
1893
8.595
4.047
32.13
328
.086
1900
0.000
3.677
33.06
329
.386
1904
3.410
3.560
33.86
530
.305
1910
0.000
3.000
34.50
331
.503
1920
0.000
3.000
34.72
131
.721
1925
0.000
3.465
34.35
030
.884
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 5.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
71 SP289517
AIR
RELE
ASE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
HAUGHTON MAIN CHANNEL
CH 17
600.0
00
CH 17
800.0
00
CH 18
000.0
00
CH 18
200.0
00
CH 18
400.0
00
CH 18
600.0
00
CH 18
800.0
00
CH 19
000.0
00
CH 19
200.0
00
CH 19
400.0
00
CH 17
660.2
12
CH 18
290.1
60
CH 18
623.2
54
CH 19
043.4
10
CH 19
341.1
28
UNNA
MED
CREE
K
71SP289517
71
71SP289517
CH 17
500.0
00
CH 19
250.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
5:41 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 11 OF 211:2500 IH175200-0000-CI-DRG-1015 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
016
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
014
SLW
CH19
331.1
CH19
351.1
SLW
CH19
733.8
CH19
859.8
SLW
CH20
484
CH20
516
RRJ RRJ RRJ RRJ
TYPE A TYPE A TYPE C TYPE C TYPE A
UNNAMED CREEK
11.25
° HOR
IZ. B
END
45° H
ORIZ
. BEN
D
22.5°
HOR
IZ. B
END
0.9° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.
-0.9°
VER
T. D
EFLE
C.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
0.2° V
ERT.
DEF
LEC.
-0.3°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
CH20
250.0
54 A
IR R
ELEA
SE
CH19
558.2
94 S
COUR
CH20
783.4
61 S
COUR
-1.67% -0.11% -1.93% -3.42%-1.66% 0.10% 0.43% -0.10% 0.20%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
1925
0.000
3.465
34.35
030
.884
1927
0.034
3.006
33.55
530
.549
1930
0.000
3.548
34.06
530
.517
1934
1.128
4.121
34.59
530
.473
1940
0.000
3.392
33.80
330
.411
1941
1.371
3.194
33.59
330
.399
1949
9.218
3.220
31.92
628
.706
1950
0.000
3.237
31.91
628
.680
1954
5.294
3.157
30.28
927
.133
1955
8.294
3.620
30.53
726
.917
1960
0.000
4.356
31.31
726
.961
1970
0.000
3.290
30.35
527
.065
1979
6.757
3.160
30.32
627
.166
1980
0.000
3.095
30.26
427
.169
1990
0.000
3.028
30.30
227
.274
1997
9.108
3.077
30.43
327
.356
2000
0.000
3.198
30.64
527
.447
2010
0.000
3.091
30.97
227
.881
2020
0.000
3.049
31.36
528
.316
2025
0.054
3.131
31.66
428
.533
2030
0.000
3.485
31.96
628
.481
2040
0.000
3.948
32.32
528
.377
2050
0.000
4.176
32.44
928
.273
2051
1.535
4.177
32.43
728
.261
2060
0.000
4.494
32.66
228
.168
2070
0.000
4.991
33.05
528
.064
2078
3.461
4.213
32.19
027
.977
2080
0.000
3.879
31.89
028
.010
2090
0.000
4.179
32.38
828
.208
2100
0.000
4.518
32.92
428
.407
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 4.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
71 SP289517 71 SP289517 71 SP289517 UNNAMED CREEK
AIR
RELE
ASE
AIR
RELE
ASE
SCOU
R
SCOU
RSE
CTIO
N VA
LVE
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
WW
WW
WW
WW
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
WW
WW
WW
WW
HAUGHTON MAIN CHANNEL
CH 19
400.0
00
CH 19
600.0
00
CH 19
800.0
00
CH 20
000.0
00
CH 20
200.0
00
CH 20
400.0
00
CH 20
600.0
00
CH 20
800.0
00
CH 21
000.0
00
CH 19
341.1
28
CH 19
796.7
57
CH 20
511.5
35
UNNA
MED CR
EEK
UNNAMED CREEK
71SP289517
CH 19
250.0
00
CH 21
000.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
6:12 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 12 OF 211:2500 IH175200-0000-CI-DRG-1016 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
017
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
015
SLW
CH21
637
CH21
763
RRJ RRJ
TYPE C TYPE A TYPE A
BARATTA CREEK
45° H
ORIZ
. BEN
D
2.1° H
ORIZ
. BEN
D
-1.0°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.1.0
° VER
T. D
EFLE
C.1.0
° VER
T. D
EFLE
C.1.0
° VER
T. D
EFLE
C.1.0
° VER
T. D
EFLE
C.1.0
° VER
T. D
EFLE
C.
-1.0°
VER
T. D
EFLE
C.-1
.0° V
ERT.
DEF
LEC.
-0.1°
VER
T. D
EFLE
C.
-0.2°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
-0.3°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
CH21
278.3
95 A
IR R
ELEA
SE
CH21
439.8
95 A
IR R
ELEA
SE
CH21
345.8
95 S
COUR
0.20%-1.60%
-3.35%-5.10%
-3.35%-1.60%
0.15%
1.90%3.65%
1.90%0.15% -0.10% -0.39% -0.10% -0.60% -0.26%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
2100
0.000
4.518
32.92
428
.407
2110
0.000
4.536
33.14
128
.605
2120
0.000
4.432
33.23
528
.803
2127
8.395
4.113
33.07
128
.958
2129
1.895
4.574
33.31
628
.742
2130
0.000
4.849
33.31
928
.471
2130
5.395
4.947
33.23
628
.290
2131
8.895
5.722
33.32
327
.601
2133
2.395
6.484
33.63
327
.149
2134
5.895
4.342
31.27
426
.932
2135
8.895
4.311
31.26
326
.952
2137
2.395
6.463
33.67
127
.208
2140
0.000
4.975
33.19
128
.215
2141
2.895
4.330
33.01
628
.686
2142
6.395
3.989
32.93
128
.942
2143
9.895
3.799
32.76
228
.962
2150
0.000
3.421
32.32
328
.902
2156
2.671
3.083
31.92
228
.839
2160
0.000
3.250
31.94
428
.694
2170
0.000
3.105
31.40
928
.303
2170
2.497
3.205
31.49
828
.294
2177
2.974
3.298
31.31
728
.019
2180
0.000
3.237
31.22
827
.991
2190
0.000
3.152
31.04
027
.888
2200
0.000
3.196
30.98
127
.785
2210
0.000
3.170
30.85
227
.682
2220
0.000
3.202
30.78
227
.579
2230
0.000
3.274
30.75
027
.476
2240
0.000
3.345
30.71
927
.374
2250
0.000
3.248
30.51
927
.271
2253
9.832
27.23
0
2260
0.000
3.107
30.27
527
.168
2260
7.539
3.198
30.35
827
.160
2270
0.000
3.227
29.83
326
.606
2274
1.127
3.158
29.51
726
.359
2275
0.000
3.289
29.62
526
.336
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 3.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
71 SP289517 71 SP289517
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
HAUGHTON MAIN CHANNEL
CH 21
000.0
00
CH 21
200.0
00
CH 21
400.0
00
CH 21
600.0
00
CH 21
800.0
00
CH 22
000.0
00
CH 22
200.0
00
CH 22
400.0
00
CH 22
600.0
00
CH 22
800.0
00
CH 21
702.4
97
CH 22
539.8
32
BARRATA CREEK
71SP289517
71SP289517
CH 21
000.0
00
CH 22
750.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
6:32 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 13 OF 211:2500 IH175200-0000-CI-DRG-1017 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
018
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
016
SLW
CH23
003.2
CH23
023.2
SLW
CH23
243.6
CH23
263.6
CH23
640.3
SLW
CH23
737.1
RRJ RRJ RRJ
TYPE C
NINE MILE LAGOON
TYPE A TYPE A
11.25
° HOR
IZ. B
END
11.25
° HOR
IZ. B
END
22.5°
HOR
IZ. B
END
22.5°
HOR
IZ. B
END
-0.9°
VER
T. D
EFLE
C.-0
.9° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
1.0° V
ERT.
DEF
LEC.
-1.0°
VER
T. D
EFLE
C.-0
.2° V
ERT.
DEF
LEC.
-0.8°
VER
T. D
EFLE
C.
SCOU
R
-0.26% -1.76% -3.40%-1.65%
0.10%1.85%
3.60%3.60%
1.85%1.49% 0.11%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
2275
0.000
3.289
29.62
526
.336
2280
0.000
3.576
29.78
226
.206
2290
0.000
3.606
29.55
125
.945
2300
0.000
3.662
29.34
725
.684
2301
3.208
3.718
29.36
825
.650
2310
0.000
4.035
29.45
925
.424
2320
0.000
4.350
29.51
325
.163
2325
3.685
4.413
29.43
625
.023
2328
5.771
4.336
29.27
624
.939
2329
8.771
4.242
28.95
324
.711
2330
0.000
4.296
28.96
524
.669
2334
6.271
4.679
27.77
523
.096
2335
9.771
4.080
26.95
322
.873
2337
2.771
3.902
26.78
822
.886
2338
6.271
4.337
27.47
223
.136
2339
9.771
4.303
27.92
523
.622
2340
0.000
4.303
27.93
323
.630
2341
3.271
4.220
28.32
824
.108
2342
6.771
4.398
28.75
624
.358
2350
0.000
3.518
28.96
525
.447
2354
6.969
3.325
29.47
126
.146
2360
0.000
3.441
29.64
526
.204
2365
6.303
3.547
29.81
326
.266
2370
0.000
3.418
29.73
226
.314
2372
1.089
3.484
29.82
126
.337
2380
0.000
3.677
30.10
126
.424
2390
0.000
3.555
30.08
926
.534
2400
0.000
3.383
30.02
726
.644
2410
0.000
3.266
30.02
026
.754
2420
0.000
3.247
30.11
126
.864
2430
0.000
3.166
30.14
026
.974
2440
0.000
3.201
30.28
627
.084
2450
0.000
3.173
30.36
727
.194
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 0.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
AIR
RELE
ASE
AIR
RELE
ASE
71 SP289517 71 SP289517
W W W W WW
W W W WW W W W W
WW W W W
HAUGHTON MAINCHANNEL
CH 22
800.0
00
CH 23
000.0
00
CH 23
200.0
00
CH 23
400.0
00
CH 23
013.2
08
CH 23
253.6
85
NINE
MILE
LAGO
ON
71SP289517
71SP289517
CH 22
750.0
00
W
W
W W W W W W W W W W
W
W
W W W W W W W W W W
HAUGHTON MAIN CHANNEL
CH 23400.000
CH 23600.000
CH 23
800.0
00
CH 24
000.0
00
CH 24
200.0
00
CH 24
400.0
00
CH 23
656.3
03CH
2372
1.089
NINE MILE LAGOON
71SP289517
71
CH 24
500.0
00
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
7:05 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 14 OF 211:2500 IH175200-0000-CI-DRG-1018 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
019
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
017
JOIN
S LE
FT
JOIN
S RI
GHT
W
W
W
W
WW
WW
WW
WW
WW W W W W W W W W W W
W
W
W
W
WW
WW
WW
WW
WW W W W W W W W W W W
HAUGHTON MAIN CHANNEL
CH 24
600.0
00
CH 24
800.0
00
CH 25
000.0
00
CH 25
200.0
00
CH 25
400.0
00
CH 25
600.0
00
CH 25
800.0
00
CH 26
000.0
00
CH 26
200.0
00CH 24
707.9
67
CH 25
452.0
70
UNNA
MED
CREE
K
1AP3570
1AP2857
CH 24
500.0
00
CH 26
250.0
00
SLW
CH26
37
CH27
63
SLW
CH25
442
CH25
462
RRJ RRJ RRJ
TYPE D
UNNAMED CREEK
TYPE A TYPE A
45° H
ORIZ
. BEN
D
-11.2
5° H
ORIZ
. BEN
D
-0.3°
VER
T. D
EFLE
C.
0.3° V
ERT.
DEF
LEC.
-0.1°
VER
T. D
EFLE
C.
CH24
578.9
96 A
IR R
ELEA
SE
CH25
825.9
08 A
IR R
ELEA
SE
0.11% -0.35% 0.10% -0.10%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
2450
0.000
3.173
30.36
727
.194
2457
8.996
3.102
30.38
327
.281
2460
0.000
3.020
30.22
927
.208
2470
0.000
3.000
29.86
126
.861
2470
7.967
3.051
29.88
526
.833
2480
0.000
3.178
29.69
226
.514
2490
0.000
3.374
29.54
126
.167
2491
6.545
3.381
29.49
126
.110
2500
0.000
3.543
29.73
826
.195
2510
0.000
3.703
29.99
926
.296
2520
0.000
3.917
30.31
526
.398
2530
0.000
3.698
30.19
826
.500
2540
0.000
3.910
30.51
226
.602
2545
2.070
3.998
30.65
326
.655
2550
0.000
3.712
30.41
626
.703
2560
0.000
3.362
30.16
726
.805
2570
0.000
3.238
30.14
526
.907
2580
0.000
3.012
30.02
127
.009
2582
5.908
3.021
30.05
627
.035
2590
0.000
3.262
30.22
326
.961
2600
0.000
3.458
30.31
826
.860
2610
0.000
3.401
30.16
026
.759
2620
0.000
3.341
30.00
026
.659
2625
0.000
3.505
30.11
426
.608
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 3.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
71 SP289517 1 AP3570
AIR
RELE
ASE
SCOU
R
SCOU
RSE
CTIO
N VA
LVE
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
7:27 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 15 OF 211:2500 IH175200-0000-CI-DRG-1019 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
020
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
018
W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W
HAUGHTON MAIN CHANNEL
CH 26
200.0
00
CH 26
400.0
00
CH 26
600.0
00
CH 26
800.0
00
CH 27
000.0
00
CH 27
200.0
00
CH 27
400.0
00
CH 27
600.0
00
CH 27
800.0
00
CH 28
000.0
00
CH 26
446.0
54
UNNA
MED
CREE
K
4SP107479
301SP107466
CH 26
250.0
00
CH 28
000.0
00
RRJ
TYPE D
UNNAMED CREEK
TYPE A TYPE A
0.3° H
ORIZ
. BEN
D
0.1° V
ERT.
DEF
LEC.
-0.2°
VER
T. D
EFLE
C.
0.2° V
ERT.
DEF
LEC.
CH27
099.9
52 A
IR R
ELEA
SE
CH26
499.9
52 S
COUR
CH27
798.8
52 S
COUR
-0.10% 0.10% -0.20% 0.21%PIPE GRADE (%)
PIPE/JOINT TYPE
TRENCH TYPE
LOCATION
2625
0.000
3.505
30.11
426
.608
2630
0.000
3.516
30.07
426
.558
2640
0.000
3.745
30.20
226
.457
2644
6.054
3.817
30.22
826
.411
2649
9.952
3.968
30.32
526
.357
2650
0.000
3.969
30.32
526
.357
2660
0.000
3.956
30.41
326
.457
2670
0.000
4.046
30.60
326
.557
2680
0.000
3.795
30.45
226
.657
2690
0.000
3.582
30.33
826
.757
2700
0.000
3.355
30.21
126
.857
2709
9.952
3.225
30.18
226
.957
2710
0.000
3.224
30.18
126
.957
2720
0.000
3.485
30.24
226
.757
2730
0.000
3.652
30.20
826
.557
2740
0.000
3.740
30.09
626
.357
2750
0.000
3.602
29.75
926
.157
2760
0.000
3.580
29.53
725
.957
2770
0.000
3.396
29.15
225
.757
2779
8.852
3.082
28.64
125
.559
2780
0.000
3.087
28.64
825
.561
2790
0.000
3.191
28.96
525
.775
2800
0.000
3.328
29.31
625
.989
CHAINAGE
DEPTH TO INVERT
EXISTING SURFACE
PIPE INVERT LEVEL
DATUM RL. 3.0
LONGITUDINAL SECTION SCALE H 1:2500, V 1:250
AIR
RELE
ASE
AIR
RELE
ASE
1 AP3570 4 SP107479 4 SP107479
ABN 37 001 024 095 and ACN 001 024 095
Jacobs Group (Australia) Pty Ltd
444 Flinders St
Townsville, QLD 4810
AUSTRALIA
Tel: +61 7 47269100
Web: www.jacobs.com
DATEREV DRAWN REVISION DRAWING NUMBER REFERENCE DRAWING TITLE
CLIENT
DRAWN DRAWING CHECK REVIEWED APPROVED
SCALE
TITLE
DRAWING No REV
PROJECT
DESIGNED DESIGN REVIEW
DATE DATE
REV'D APP'D
DATE
: 27/0
5/201
9 11:1
7:57 A
M N
AME:
HIN
SPET
ER, L
UKE
LOCA
TION
: C:\u
sers\
lhins
peter
\appd
ata\lo
cal\p
rojec
twise
\jaco
bs_a
nz_ie
\d026
4936
\IH17
5200
-000
0-CI
-DRG
-100
5.dwg
C J
acob
s Gro
up (A
ustra
lia) P
ty Ltd
ABN
37 00
1 024
095.
No pa
rt of
this d
ocum
ent o
r the
infor
matio
n it c
ontai
ns m
ay be
repr
oduc
ed or
tran
smitte
d in a
ny fo
rm or
by an
y mea
ns el
ectro
nic or
mec
hanic
al,inc
luding
photo
copy
ing, r
ecor
ding,
or by
any i
nform
ation
stor
age a
nd re
trieva
l sys
tem, w
ithou
t per
miss
ion in
writi
ng fr
om Ja
cobs
Gro
up (A
ustra
lia) P
ty Ltd
.
CLARE - HAUGHTON PIPELINEPLAN AND LONGITUDINAL SECTIONSHEET 16 OF 211:2500 IH175200-0000-CI-DRG-1020 B
DEPARTMENT OF INFRASTRUCTURE, REGIONAL DEVELOPMENT AND CITIESHAUGHTON STAGE 2 PIPELINE
LDHA 09.05.19 PRELIMINARY ISSUEB 28.05.19 LDH MV LH CONCEPT DESIGN ISSUE
SCALE 1:2500 (A1)1:5000 (A3)
0 50 100 150 200 250m2550
SCALE 1:125 (A1)1:250 (A3)
0 2.5 5 7.5 10 12.5m1.252.5
CONCEPT DESIGN ISSUE
NOTES1. FOR STANDARD NOTES AND LEGEND REFER TO DRG-10022. PIPE/JOINT DESIGNATION:· SLW - OD1829x12mm MSCL/SINTALOCK WELDED JOINT· RRJ - OD1829x12mm MSCL RRJ
PLANSCALE 1:2500 (A1)
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
021
JOIN
S DR
AWIN
GIH
1752
00-0
000-
CI-D
RG-1
019