APPENDIX H
Alignment Sheet Example
1
2
LOCALITY
3
4
5
6
DALY
DALY RIVER
RIVER
OWNER
7
8
9
10
11
TIPPERARY
TIPPERARY
TIPPERARY
TIPPERARY
Landholder:
Landholder: Company
Company Pty.
Pty. Limited
Limited (ACN
(ACN 123
123 456
456 789)
789)
Landholder:
Landholder: Company
Company Pty.
Pty. Limited
Limited (ACN
(ACN 123
123 456
456 789)
789)
R.O.W. WIDTH (m)
12
0
150
300
Landholder:
Landholder: Company
Company Pty.
Pty. Limited
Limited (ACN
(ACN 123
123 456
456 789)
789)
Scale 1 : 7500 (A1)
Registered
Registered 30m
30m Easement
Easement AsBuilt
AsBuilt
Scale 1 : 15000 (A3)
A LAND USE
Scale in Metres on Map Only
Cultural
'Banyan Tree'
CULTURE/ENVIRONMENT
A
LEGEND
MAP WINDOW
Pipe
CO-ORDINATE SYSTEM - MGA ZONE 52 (GDA 94)
Title Boundary
B
Drawing
Drawing BP9999-1101
BP9999-1101 Adjoins
Adjoins
Drawing
Drawing BP9999-1101
BP9999-1101 Adjoins
Adjoins
Access Road
Anode / Earth Bed
Powerline
Fenceline
Bends
Bends Induction (IB)
KP Flag
Marker Sign
Aerial Marker
B
Bolt on Weights
Set on Weights
Mainline Valve
Scraper Station
x
C
Compressor Station
Metering Pressure
Regulating Station
Offtake
PLACEMENT OF PIPELINE
WITHIN R.O.W (UNO)
11m
30m R.O.W. Not to Scale
CP - Pipeline
Test Point
x
19m
CL OF PIPELINE
30m
C
CP - Station
Test Point
Direction of Construction
D
CP - Foreign
Structure Test Point
Note: CL of Pipeline can be no closer than 12.5m
to boundary of 100m surveyed area.
Construction not allowed outside the 100m
surveyed area.
CP/Earthing
Test Point
KP
178
178
179
179
180
180
181
181
182
182
GENERAL NOTES
LONGITUDINAL SECTION25
20
15
Approximate AHD
10
in metres
5
MT
CS
BR
HDD
0
-5
-10
-15
-20
Type
Angle
No.
24.4
244:0
51.7
245:0
0.0
246:0
11.0
247:0
4.5
248:0
2.3
Angle
3
Concrete Slabs
Bored
Horizontal Directional Drill
182.033
22.6
248:0 Bend - 2.3L
181.422
18.1
A
A
F
750
750
1200
1200 16.4
C
C
247:0 Bend - 4.5L
246:2 Minor watercourse
180.802
750
750
A
A
246:1 Minor watercourse
G
R1
R1
MT
MT
BP9999-6101
179.456
14.7
246:0 Bend - 11R
179.419
14.5
1200
1200
C
C
BP9999-6101
750
750
MT
MT
PIPE TYPE LEGEND
NOTES
A - DN300 (12") 6.5mm WT, X70, 1.35 mm 3LPE
B - DN300 (12") 8.7mm WT, X70, 1.35 mm 3LPE
C - DN300 (12") 8.7mm WT, X70, 1.35 mm 3LPE
D - DN300 (12") 10.3mm WT, X70, 1.35 mm 3LPE
E - DN300 (12") 6.5mm WT, X70, 1.35 mm 3LPE, Buoyancy control
F - DN300 (12") 8.7mm WT, X70, 1.35 mm 3LPE, Buoyancy control
G - DN300 (12") 17.5mm WT, X70, 1.35 mm 3LPE
H - DN300 (12") 10.3mm WT, X70, 10.00 mm 3LPE
2
A
A
178.829
16.1
245:0 Bend - 0R
244:1 Major watercourse Type HDD
178.323
H
H
W
W
Type
Angle
243:0
1
Type
R1
R1
LOCATION CLASS AS2885
No.
HDD
HDD BP0179-1201
A
A
BP9999-6104
MT
MT
GENERAL NOTES
22.1
177.913
750
750
C
C
15.5
1500
1500
PIPE TYPE
REFERENCE
G DRAWINGS
H
244:0 Bend - 51.7L
243:1 Road - Private,4wd Track
750
750
15.1
MINIMUM COVER (mm)
A
A
177.468
ELEVATION
177.805
243:0 Bend - 24.4R
KP
22.5
F
No.
Marker Tape
E
E ITEM AND
DESCRIPTION
IP LIST
D
4
1. See Construction Specification
2. Symbol for bolt on weights dictates presence & not number of weights
3. HDD string able to be prefabricated on either side of crossing (UNO)
4. Chainages are horizontal only
5. Numbers on map indicate IP's
6. UNO - Unless Notified Otherwise
REFERENCE DRAWINGS
REVISIONS
Drawing Number
Reference Drawing Title
Revision Date
BP0179-1201
HDD Daley River Crossing
BP9999-6101
Water Crossing Type 1
BP9999-6104
Road Crossing - Open Cut (Gravel)
Remarks
Drawn
Checked
Approved
H
BONAPARTE GAS PIPELINE
APT Bonaparte Gas Pipeline
5
6
7
8
B
09/02/07 Draft Issue
Mipela
WP
APT
A
25/01/07 Draft Issue
Mipela
WP
APT
9
10
ALIGNMENT SHEET:BP9999-1101
Revision B Sheet 40 of 63
11
KP Start: 177.424
KP End: 182.062
12