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PIT SCHEDULE
DESIGN RL
EXISTING
PIT DEPTH
PIPE SIZE
PIPE US-IL
PIPE DS-IL
PIPE LENGTH
MINIMUM
PIT NAME
PIT TYPE
EASTING
NORTHING
DS PIT
PIPE NAME
PIPE TYPE
REFERENCE DRAWING
COMMENTS
(MAHD)
RL (MAHD)
(M)
(MM)
(MAHD)
(MAHD)
(M)
COVER (M)
 PT-360-A-01 to
PT-360-A-01
SA1
284718.427
6263242.605
26.916
27.036
1.918
375.000
RCP CLASS 4
24.998
24.905
9.421
1.504
R0220-01
PT-360-A-02
PT-360-A-02
 PT-360-A-02 to
PT-360-A-02
SA2
284725.941
6263235.603
26.823
26.909
2.645
450.000
RCP CLASS 4
24.178
24.100
15.701
2.127
R0220-01
PT-360-A-03
PT-360-A-03
 PT-360-A-03 to
PT-360-A-03
SA1
284738.049
6263224.318
26.737
26.742
2.657
525.000
RCP CLASS 4
24.080
24.016
10.197
2.067
R0220-01
PT-360-A-04
PT-360-A-04
 PT-360-A-04 to
PT-360-A-04
SA1
284730.531
6263216.983
26.665
26.847
2.649
525.000
RCP CLASS 4
24.016
23.962
8.580
2.031
R0220-01
PT-360-A-05
PT-360-A-05
 PT-360-A-05 to
PT-360-A-05
IP
284725.106
6263210.336
27.004
27.004
3.042
525.000
RCP CLASS 4
23.962
23.850
17.826
2.191
R0220-01
PT-360-A-06
PT-360-A-06
 PT-360-A-06 to
mm
PT-360-A-06
IP
284712.577
6263197.655
27.258
27.258
4.858
675.000
RCP CLASS 4
22.400
22.380
2.355
4.124
R0220-35
PT-360-A-07
PT-360-A-07
150
REFER TO
 PT-360-A-07 to
RISER TO BE DESIGNED BY MANUFACTURER FOR LOCAL
PT-360-A-07
GPT 1015
284714.679
6263195.856
27.290
27.290
4.910
675.000
RCP CLASS 4
22.380
22.200
23.138
3.911
MANFUCATURER
PT-360-A-08
PT-360-A-08
LOADING SCENARIO
DRAWINGS
 PT-360-A-08 to
PT-360-A-08
IP
284732.005
6263179.381
27.033
27.033
4.833
675.000
RCP CLASS 4
22.200
20.453
40.047
1.959
R0220-35
PT-360-A-09
PT-360-A-09
 PT-360-A-09 to
PT-360-A-09
IP
284765.601
6263156.182
23.027
23.027
3.327
675.000
RCP CLASS 4
19.700
18.760
15.772
2.738
R0220-35
PT-360-A-10
PT-360-A-10
SHEET SM-0022 HAS BEEN DELETED. REFER TO SHEET SM-0021,
PT-360-A-10
HW-CS1_675
284781.757
6263156.614
18.760
18.770
0.675
SM-0022
SM0023-SM0025 FOR HEADWALL DETAILS
 PT-360-B-01 to
PT-360-B-01
SA1
284706.919
6263241.815
26.950
27.086
1.529
375.000
RCP CLASS 4
25.421
25.217
20.510
1.100
R0220-01
PT-360-B-02
PT-360-B-02
 PT-360-B-02 to
PT-360-B-02
SA2
284721.032
6263225.825
26.723
26.914
1.526
375.000
RCP CLASS 4
25.197
25.139
12.127
1.102
R0220-01
PT-360-A-04
PT-360-A-04
100
 PT-360-C-01 to
PT-360-C-01
RSG 600x900
284716.723
6263218.154
26.689
27.010
1.514
375.000
RCP CLASS 4
25.175
25.130
10.587
1.099
R0220-36
PT-360-A-05
PT-360-A-05
 PT-360-D-01 to
PT-360-D-01
SA1
284752.008
6263196.161
26.835
27.043
1.916
375.000
RCP CLASS 4
24.920
24.825
18.096
1.504
R0220-01
PT-360-D-02
PT-360-D-02
 PT-360-D-02 to
PT-360-D-02
SA1
284746.089
6263214.140
26.774
26.721
1.969
375.000
RCP CLASS 4
24.805
24.739
12.130
1.558
R0220-01
PT-360-A-03
PT-360-A-03
 PT-360-E-01 to
PT-360-E-01
SA1
284743.350
6263198.004
26.843
27.049
2.023
375.000
RCP CLASS 4
24.820
24.705
22.094
1.504
R0220-01
PT-360-A-04
PT-360-A-04
 PT-360-K-01 to
PT-360-K-01
RSG 900x900
284782.444
6263258.362
26.022
26.022
1.506
375.000
RCP CLASS 4
24.516
24.232
56.779
1.100
R0220-36
PT-360-K-02
PT-360-K-02
 PT-360-K-02 to
PT-360-K-02
IP
284728.433
6263238.257
26.993
26.921
2.780
450.000
RCP CLASS 4
24.212
24.194
2.856
2.096
R0220-35
PT-360-A-02
PT-360-A-02
50
4
mm
10
0
ISSUED FOR CONSTRUCTION
Revision
Amendment
Approved Revision Date
Project
NOTES:
0
ISSUED FOR CONSTRUCTION
J.E.
04.12.2020
PENRITH CITY COUNCIL
1
RE-ISSUED FOR CONSTRUCTION
J.E.
17.03.2021
RIVER ROAD DEVIATION - DS2020/000565
1. 
REFER TO DRAWINGS SM-0301 FOR GENERAL LEGEND AND NOTES.
DETAILED DESIGN DRAWINGS
2
RE-ISSUED FOR CONSTRUCTION
J.E.
08.09.2021
Level 27, 680 George Street, Sydney
2. 
FOR WATER QUALITY PLANS REFER TO DRAWINGS SM-0311 TO SM-0314.
GPO Box 5394, NSW 2001, Australia
Sheet
3
RE-ISSUED FOR CONSTRUCTION
J.E.
20.09.2021
Tel: +61 2 9272 5100 Fax: +61 2 9272 5101
3. 
SETOUT REFERENCE IS THE KERB LIP LINE.
wsp.com
4
RE-ISSUED FOR CONSTRUCTION
J.E.
20.12.2021
STORMWATER
Designed/Surveyed
Design Check
Approved Date
R.XU
T. SWANSON
20.11.2020
PIT SCHEDULE (SHEET 4 OF 4)
Drawn
Project Manager
Scales
Project No.
Sheet. No.
Revision
CO-ORDINATE SYSTEM
HEIGHT DATUM
MGA ZONE 56
AHD
R. USI
J. EPSELIS 
AS SHOWN
PS108839
SM-0054 4
Original Sheet Size A3 [420x297]
Plot Date   2021-12-21 at 1:11:51 PM   Path \\corp.pbwan.net\ANZ\Projects\PS108839_T1472200_River_Ro\4_WIP\BIM\RIVER road-SM(stormwater management)\PS108839-SM-DRG-0054.dwg Layout1


19.40
EXG07-5
19.60
19.80
20.00
PT-360-A-10
20.20
DRAINAGE LEGEND - NEW
REFER TO STORMWATER
DRAINAGE PIPE
DETAIL DRAWINGS SM-0022
20.80
Ø375
21.00
675Ø
FOR HEADWALL DETAILS
HEADWALL
21.20
21.40
DRAINAGE PIT TYPE SA
21.60
.
DRAINAGE PIT TYPE SA1
675Ø
26.00
.
DRAINAGE PIT TYPE SA2
DRAINAGE PIT TYPE SO1
PT-360-A-09
.
DRAINAGE PIT TYPE SO2
TO EMU PLAINS
DRAINAGE PIT TYPE SAS
.
DRAINAGE JUNCTION PIT
.
DRAINAGE PIT TYPE RSG (600x900)
FROM PENRITH
DRAINAGE PIT TYPE SL1
EXG07-4
PENRITH CITY COUNCIL KERB
PT-360-K-01
PROVIDE MAINTENANCE TRACK WITH
.
INLET PIT (0.9m LINTEL)
26.20
VEHICLE CROSSOVER/LAYBACK
675Ø
PENRITH CITY COUNCIL KERB
ACCORDING TO PENRITH CITY
.
mm
675Ø
INLET PIT (1.8m LINTEL)
EXG08-1
COUNCIL DESIGN GUIDELINES
150
27.00
PENRITH CITY COUNCIL KERB
27.00
27.20
26.40
27.00
STANDARD DRG. SD1004.
INLET PIT (2.4m LINTEL)
26.80
PENRITH CITY COUNCIL
26.60
27.00
INSPECTION PIT
| > >
DRAINAGE VEGETATED SWALE
27.00
26.40
MC40
100
MAJOR CONTOURS (1.0m INTERVAL)
PT-360-D-01
26.40
MINOR CONTOURS
26.60
375Ø
PT-1234-B-04
PAVEMENT DRAINAGE TAG ID
4
27.00
PIT NUMBER
PT-360-E-01
LINE INDENTIFIER
CHAINAGE
PT-360-D-02
26.60
PT-360-A-08
COMPONENT CODE
375Ø
675Ø
100
375Ø
DRAINAGE LEGEND - EXISTING
375Ø
DRAINAGE PIPE
340
360
ADJOINS SHEET - SM-0115
26.80
DRAINAGE PIPE TO BE REMOVED
26.80
PT-360-A-03
CROSS DRAINAGE
675Ø
320
525Ø
DRAINAGE PIT
EXISTING CHANNEL
450Ø
PT-360-A-05
225Ø
PT-360-A-04
525Ø
100
EXISTING MAJOR CONTOURS
525Ø
375Ø
26.80
PT-360-A-07
PT-360-K-02
PT-360-B-02
375Ø
300
450Ø
PT-360-A-02
27.00
675Ø
.
PT-360-C-01
50
27.00
375Ø
PT-360-A-06
RIVER ROAD
PROPOSED NEW GPT CDS 1015 OR
PT-360-A-01
PROVIDE 600X900 SURFACE
EQUIVALENT. REFER TO MANUFACTURER
INLET PIT AT DOWNSTREAM
DRAWINGS FOR DETAILS
375Ø
ENDS OF THE SWALES
N
SHT-6
SHT-01
SHT-7
REFER TO STORMWATER
280
DETAIL DRAWINGS FOR
SWALE DETAILS
SHT-04
PT-360-B-01
SHT-02
SHT-05
mm
10
SHT-03
0
27.20
EXG07-2
SHT-08
MC40
27.20
260
ADJOINS SHEET - SM-0102
27.20
ISSUED FOR CONSTRUCTION
27.20
200
Revision
Amendment
Approved Revision Date
Project
0
ISSUED FOR CONSTRUCTION
J.E.
04.12.2020
PENRITH CITY COUNCIL
1
RE-ISSUED FOR CONSTRUCTION
J.E.
17.03.2021
RIVER ROAD DEVIATION - DS2020/000565
27.20
DETAILED DESIGN DRAWINGS
2
RE-ISSUED FOR CONSTRUCTION
J.E.
08.09.2021
Level 27, 680 George Street, Sydney
GPO Box 5394, NSW 2001, Australia
Sheet
3
RE-ISSUED FOR CONSTRUCTION
J.E.
20.09.2021
Tel: +61 2 9272 5100 Fax: +61 2 9272 5101
NOTE:
wsp.com
0
5
10
15
20
25
4
RE-ISSUED FOR CONSTRUCTION
J.E.
20.12.2021
STORMWATER
Designed/Surveyed
Design Check
Approved Date
1. REFER TO DRAWINGS GE-0011 AND GE-0012 FOR THE
SCALE 1:500m
R.XU
T. SWANSON
20.11.2020
GENERAL ARRANGEMENT PLAN (SHEET 3 OF 8)
GENERAL LEGEND AND NOTES.
Drawn
Project Manager
Scales
Project No.
Sheet. No.
Revision
CO-ORDINATE SYSTEM
HEIGHT DATUM
MGA ZONE 56
AHD
R. USI
J. EPSELIS 
AS SHOWN
PS108839
SM-0103 4
Original Sheet Size A3 [420x297]
Plot Date   2021-12-21 at 1:12:22 PM   Path \\corp.pbwan.net\ANZ\Projects\PS108839_T1472200_River_Ro\4_WIP\BIM\RIVER road-SM(stormwater management)\PS108839-SM-DRG-0103.dwg Layout1

4
PT-294-J-01
PT-294-A-11
PT-294-K-01
PT-294-B-01
PT-351-A-01
PT-351-A-02
PT-360-A-01
PT-360-A-02
294-A
294-B
360-K
mm
150
SO1
IP
D COM IL 24.767
D ELEC IL 24.845
SM IL 23.930
SA1
SF
IP
SA2
SA2 Rotate
SA2 SAG
SM IL 19.739
SM IL 19.474
100
PIPE DIAMETER (mm)
375
375
450
375
PIPE CLASS
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
Q10 PIPE VELOCITY (m/s)
0.015
0.103
0.121
0.158
50
0.002
Q10 PIPE FLOW (m³/s)
0.011
0.019
0.017
PIPE GRADE (%)
0.50
1.07
0.50
0.99
DATUM R.L.
-2.00
0.00
1.00
0.00
HYDRAULIC GRADE LINE (m)
25.82
25.82 25.82
25.80
26.19
26.19
26.19
26.71
26.71
26.71
25.95
25.95 26.01
PIPE INVERT LEVELS (m)
mm
24.809
24.678
24.673
24.628
24.533
24.509
24.483
24.094
24.869
24.644
24.624
25.334
25.239
25.239
24.998
24.905
10
DESIGN SURFACE LEVELS (m)
26.237
26.058
26.463
26.229
26.936
26.854
26.916
26.823
0
EXISTING SURFACE LEVELS (m)
26.331
26.095
26.510
26.402
26.936
26.854
27.036
26.909
0.000
0.000
0.000
CHAINAGE (m)
26.426
27.578
36.547
55.415
60.356
1.266
65.245
-64.779
21.044
21.894
18.983
19.783
9.421
10.271
LINE 294-J
LINE 294-K
LINE 351-A
LINE 360-A
ISSUED FOR CONSTRUCTION
Revision
Amendment
Approved Revision Date
Project
NOTES:
0
ISSUED FOR CONSTRUCTION
J.E.
04.12.2020
HORIZONTAL
PENRITH CITY COUNCIL
1. DRAWINGS TO BE READ IN CONJUNCTION WITH UTILITY DRAWINGS.
0
5
10
15
20
25
1
RE-ISSUED FOR CONSTRUCTION
J.E.
17.03.2021
RIVER ROAD DEVIATION - DS2020/000565
DETAILED DESIGN DRAWINGS
2. EXISTING SERVICE LOCATIONS ARE BASED ON UNDERGROUND RADAR
SCALE 1:500m
2
RE-ISSUED FOR CONSTRUCTION
J.E.
08.09.2021
Level 27, 680 George Street, Sydney
GPO Box 5394, NSW 2001, Australia
Sheet
3
RE-ISSUED FOR CONSTRUCTION
J.E.
20.09.2021
Tel: +61 2 9272 5100 Fax: +61 2 9272 5101
DETECTION AND ARE INDICATIVE ONLY. CONTRACTOR TO EXPOSE
VERTICAL
wsp.com
0
2.5
5
7.5
10
12.5
4
RE-ISSUED FOR CONSTRUCTION
J.E.
20.12.2021
STORMWATER
Designed/Surveyed
Design Check
Approved Date
EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
SCALE 1:250m
R.XU
T. SWANSON
11.03.2020
CULVERT LONGITUDINAL SECTIONS (SHEET10 OF 12)
3. PROPOSED DRAINAGE PIPE TO BE REVIEWED UPON RECEIPT OF
Drawn
Project Manager
Scales
Project No.
Sheet. No.
Revision
CO-ORDINATE SYSTEM
HEIGHT DATUM
ADDITIONAL POTHOLING DATA.
MGA ZONE 56
AHD
R. USI
J. EPSELIS 
AS SHOWN
PS108839
SM-0220 4
Original Sheet Size A3 [420x297]
Plot Date   2021-12-21 at 1:14:07 PM   Path \\corp.pbwan.net\ANZ\Projects\PS108839_T1472200_River_Ro\4_WIP\BIM\RIVER road-SM(stormwater management)\PS108839-SM-DRG-0220.dwg Layout1

5
REFER TO BE DESIGNED BY
MANUFACTURER FOR LOCAL
LOADING SCENARIO
PT-360-A-02
PT-360-A-03
PT-360-A-04
PT-360-A-05
PT-360-A-06
PT-360-A-07
PT-360-A-08
PT-360-A-09
PT-360-A-10
360-K
360-D
360-B
360-E
360-C
EXG07
mm
150
PROPOSED NEW HEADWALL
REFER TO STORMWATER
DETAILED DRAWINGS
D WAT IL 26.367
SM-0022 FOR DETAILS
D ELEC IL 26.194
SA2
SA1
IP
SA1
IP
IP
GPT-CDS 1015
IP
100
HW-CS1_675
PIPE DIAMETER (mm)
450
525
525
525
675
675
675
675
PIPE CLASS
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
Q10 PIPE VELOCITY (m/s)
1.689
1.346
1.544
1.671
2.188
2.185
2.155
2.103
50
0.269
0.291
0.334
0.362
0.783
0.782
0.771
0.752
Q10 PIPE FLOW (m³/s)
PIPE GRADE (%)
0.50
0.62
0.63
0.63
0.85
0.78
4.36
5.96
DATUM R.L.
-2.00
HYDRAULIC GRADE LINE (m)
25.86 25.92
25.64
25.50 25.52
25.34
25.29 25.31
25.15
25.10 25.12
24.92
24.79 24.84
24.39
24.37 24.37
23.15
22.95 22.99
22.76
20.77 20.83
20.25
19.04
19.04
PIPE INVERT LEVELS (m)
mm
24.905
24.178
24.100
24.080
24.016
24.016
23.983
23.962
23.962
23.850
22.400
22.380
22.380
22.200
22.200
21.907
20.453
19.700
18.760
18.760
10
DESIGN SURFACE LEVELS (m)
26.823
26.736
26.665
26.735
27.258
27.290
27.033
23.027
19.435
0
EXISTING SURFACE LEVELS (m)
26.909
26.742
26.847
27.004
27.258
27.290
27.033
23.027
18.770
0.000
5.627
7.051
CHAINAGE (m)
15.701
16.551
10.197
27.509
8.580
36.759
17.826
55.255
2.355
58.395
23.138
82.317
40.047
15.772
123.150
139.374
LINE 360-A
ISSUED FOR CONSTRUCTION
Revision
Amendment
Approved Revision Date
Project
NOTES:
0
ISSUED FOR CONSTRUCTION
J.E.
04.12.2020
HORIZONTAL
PENRITH CITY COUNCIL
1. DRAWINGS TO BE READ IN CONJUNCTION WITH UTILITY DRAWINGS.
0
5
10
15
20
25
1
RE-ISSUED FOR CONSTRUCTION
J.E.
17.03.2021
RIVER ROAD DEVIATION - DS2020/000565
DETAILED DESIGN DRAWINGS
2. EXISTING SERVICE LOCATIONS ARE BASED ON UNDERGROUND RADAR
SCALE 1:500m
2
RE-ISSUED FOR CONSTRUCTION
J.E.
21.04.2021
Level 27, 680 George Street, Sydney
GPO Box 5394, NSW 2001, Australia
Sheet
3
RE-ISSUED FOR CONSTRUCTION
J.E.
08.09.2021
Tel: +61 2 9272 5100 Fax: +61 2 9272 5101
DETECTION AND ARE INDICATIVE ONLY. CONTRACTOR TO EXPOSE
VERTICAL
wsp.com
0
2.5
5
7.5
10
12.5
4
RE-ISSUED FOR CONSTRUCTION
J.E.
20.09.2021
STORMWATER
Designed/Surveyed
Design Check
Approved Date
EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
SCALE 1:250m
5
RE-ISSUED FOR CONSTRUCTION
J.E.
20.12.2021
R.XU
T. SWANSON
11.03.2020
CULVERT LONGITUDINAL SECTIONS (SHEET 11 OF 12)
3. PROPOSED DRAINAGE PIPE TO BE REVIEWED UPON RECEIPT OF
Drawn
Project Manager
Scales
Project No.
Sheet. No.
Revision
CO-ORDINATE SYSTEM
HEIGHT DATUM
ADDITIONAL POTHOLING DATA.
MGA ZONE 56
AHD
R. USI
J. EPSELIS 
AS SHOWN
PS108839
SM-0221 5
Original Sheet Size A3 [420x297]
Plot Date   2021-12-21 at 1:14:13 PM   Path \\corp.pbwan.net\ANZ\Projects\PS108839_T1472200_River_Ro\4_WIP\BIM\RIVER road-SM(stormwater management)\PS108839-SM-DRG-0221.dwg Layout1

0
PT-360-B-01
PT-360-B-02
PT-360-A-04
PT-360-C-01
PT-360-A-05
PT-360-D-01
PT-360-D-02
PT-360-A-03
PT-360-E-01
PT-360-A-04
360-A
360-A
360-A
360-A
mm
150
SA1
D WAT IL 25.885
SA2
D ELEC IL 25.758
D ELEC IL 25.823
SA1
SA1
SA1
IP
SA1
SA1
SA1
RSG 600x900
100
PIPE DIAMETER (mm)
375
375
375
375
375
375
PIPE CLASS
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
RCP CLASS 4
Q10 PIPE VELOCITY (m/s)
0.174
0.299
0.547
0.055
0.109
0.079
50
0.019
0.033
Q10 PIPE FLOW (m³/s)
0.060
0.006
0.012
0.009
PIPE GRADE (%)
1.00
0.48
0.43
0.52
0.54
0.52
DATUM R.L.
0.00
0.00
0.00
0.00
HYDRAULIC GRADE LINE (m)
25.53
25.52
25.40
25.39
25.41
25.25
25.52
25.37
25.22
25.04
25.60
25.60
25.59
25.62
25.44
25.39
25.41
25.25
PIPE INVERT LEVELS (m)
mm
25.421
25.217
25.197
25.139
24.016
25.175
25.130
23.962
24.920
24.825
24.805
24.739
24.080
24.820
24.705
24.016
10
DESIGN SURFACE LEVELS (m)
26.937
26.723
26.665
26.689
26.735
26.835
26.774
26.736
26.843
26.665
0
EXISTING SURFACE LEVELS (m)
27.086
26.914
26.847
27.010
27.004
27.043
26.721
26.742
27.049
26.847
0.000
0.000
0.000
2.115
0.000
CHAINAGE (m)
20.510
21.360
12.127
34.337
10.587
11.462
11.461
18.096
18.946
12.130
31.925
22.094
22.944
LINE 360-B
LINE 360-C
LINE 360-D
LINE 360-E
ISSUED FOR CONSTRUCTION
Revision
Amendment
Approved Revision Date
Project
NOTES:
0
ISSUED FOR CONSTRUCTION
J.E.
20.12.2021
HORIZONTAL
PENRITH CITY COUNCIL
1. DRAWINGS TO BE READ IN CONJUNCTION WITH UTILITY DRAWINGS.
0
5
10
15
20
25
RIVER ROAD DEVIATION - DS2020/000565
DETAILED DESIGN DRAWINGS
2. EXISTING SERVICE LOCATIONS ARE BASED ON UNDERGROUND RADAR
SCALE 1:500m
Level 27, 680 George Street, Sydney
GPO Box 5394, NSW 2001, Australia
Sheet
Tel: +61 2 9272 5100 Fax: +61 2 9272 5101
DETECTION AND ARE INDICATIVE ONLY. CONTRACTOR TO EXPOSE
VERTICAL
wsp.com
0
2.5
5
7.5
10
12.5
STORMWATER
Designed/Surveyed
Design Check
Approved Date
EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
SCALE 1:250m
R.XU
T. SWANSON
20.12.2021
CULVERT LONGITUDINAL SECTIONS (SHEET 12 OF 12)
3. PROPOSED DRAINAGE PIPE TO BE REVIEWED UPON RECEIPT OF
Drawn
Project Manager
Scales
Project No.
Sheet. No.
Revision
CO-ORDINATE SYSTEM
HEIGHT DATUM
ADDITIONAL POTHOLING DATA.
MGA ZONE 56
AHD
R. USI
J. EPSELIS 
AS SHOWN
PS108839
SM-0222 0
Original Sheet Size A3 [420x297]
Plot Date   2021-12-21 at 1:10:26 PM   Path \\corp.pbwan.net\ANZ\Projects\PS108839_T1472200_River_Ro\4_WIP\BIM\RIVER road-SM(stormwater management)\PS108839-SM-DRG-0222.dwg Layout1