WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATION OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN. LOCALITY PLAN SCALE: NA MELWAYS: 333 D9 Work on Live Sewers: 22. All works on live sewers must be carried out by an appropriately accredited contractor. 23. All existing sewers must be plugged to stop gas emissions prior to any connections being made to these sewers. 24. To enable connections to live assets or any work on live assets, the contractor shall submit the appropriate forms to the superintendent at least 2 working days prior to any works on live sewers. 25. The contractor is not permitted to break into an existing live pipeline, enter a live sewer or remove the cover to a live maintenance structure unless authorised by the water company. Safety: 26. Prior to commencement of works on site, the contractor must ensure that all matters relating to the Occupational Health and Safety Act 2004 and Occupational Health and Safety regulations 2007, have been and will be complied with. Testing: 27. The contractor is to give a minimum of two (2) days notice to the superintendent and water agency prior to the testing being undertaken. Testing is to be undertaken in the presence of superintendent. Environmental Management Plan: 28. On commencement of construction works the contractor must comply with the recommendations of the EPA publication "construction techniques for sediment pollution control" (publication no 275 1991). 29. All trees and vegetation are to be protected unless otherwise indicated for removal. The extent of any vegetation removal shall be confirmed on site with the superintendent and local council prior to commencement, and in accordance with any planning permits. Any removal shall be documented. 30. All areas containing creek vegetation, trees and revegetated areas near the construction zone are to be fenced off during the works with secure and highly visible material such as para-webbing fencing. 31. Ensure all machinery, equipment and/or footwear entering the site is weed and pathogen free. Access Chambers: 32. Refer to standard drawings as per WSA 02-2002 MRWA edition 33. Cranked Galvanised or plastic encapsulated step irons must be used 34. Precast maintenance holes may be used subject to conditions of the WSA 02-2002 MRWA edition 35. All maintenance hole covers are to be ductile iron with concrete infill, which can be removed using "Gatic" lifting device in accordance with the standard drawings. Concrete covers are not permitted 36. Maintenance hole and shaft covers shall be level with & confirm to slope & crossfall of the finished surface. The finished surface levels shown are approximate only & shall not be used for the fixing of any maintenance holes or shaft cover levels. The civil (main) contractor shall provide levels to the maintenance hole and shafts which comply with constructed levels to abutting infrastructure. Maintenance hole and shafts in road reserves constructed prior to the construction of footpaths & roads shall be provided with a temporary cover. Placing of the final cover shall not be carried out until the concrete footpath or road pavement has been constructed 37. WSA 02-2002 MRWA edition WI N25 grade concrete - GP Type cement must be used in all construction General Notes: 1. Only contractors appropriately accredited by shall be eligible to construct these works. 2. Only products approved and catalogued by the Water Agency shall be used. 3. Works must be to constructed according to the WSA Sewerage code of Australia WSA 02-2002 (MRWA Edition) 4. The design consultant is responsible for the design and coordination of the works. Any problem arising during construction shall be directed to the consultant. 5. The alignmnet of the proposed sewer mains are to be set out by an approved surveyor priot to commencement of works Survey, Set Out and Asset Recording 6. All contours and levels are in metres to the Australian height datum (A.H.D.) 7. All co-ordinates shown are to map grid of Australia (MGA). 8. Chainages shown on detail plans are discontinuous at access chambers. Chainages shown on long section sheets are continuous. 9. Coordinates are to sewer line intersection point unless otherwise shown. 10. Before commencement of work, the contractor must complete a level check between all TBM's to verify level values. 11. TBM's and control points are to be maintained and protected at all times during construction. Should any marks be disturbed, the contractor will immediately notify the consultant to arrange re-instatement at the contractors expense. Property Connections 12. Number of lots to be sewered: 13 lots Stage 7A plus 20 future lots 13. Properties requiring boundary traps are indicated in the detailed plans. The remainder do not require boundary traps. 14. Branch tie distance shown on detail plan are from approved subdivision survey pegs. Branch ties for future lots are shown as a chainage. (Ch) Distance is from the downstream sewer structure. 15. Invert level of the property connection point is shown opposite the branch position. 16. Where a Spur Branch connects to a shaft, both property connections are considered to be shaft connections Earthworks and Retaining Walls: 15. In areas subject to earthworks, construction of sewers shall not commence until earthworks has been completed unless written approval has been given by the Water Authority. 16. Assumed that ground level behind retaining wall is to the top of the retaining wall. FSL quoted is the level of the ground on the low side of the retaining wall. Embedment 17. Embedment shall be Type A (refer MRWA-S-202) unless otherwise specified on the long section. Backfill 18. Selection and compaction of trench backfill material shall be in accordance with the Water Agency adopted version of MRWA specification no 04-03. 19. Refer to Long Section drawings for backfill requirements. Compaction Testing 20. Test results shall be provided to the superintendent prior to practical completion / acceptance of works. 21. The contractor is required to undertake all testing of fill compaction in accordance with MRWA Backfill Specification 04-03.2. Existing Survices 22. The locations of underground services are approximate only and their exact position must be proven on site prior to any works commencing. Proving of existing services is the responsibility of the contractor. No guarantee is given that all existing services are shown. Results are to be forwarded to consultant. Schedule 1: New Pipe Pipe Size Pipe Type Length (m) Pipe Class Standard DN150 UPVC-DWV 342 SN8 WSA PS 230 Schedule 2: Property Connections Connection Type Type 1A Type 2 Type S. Shaft Connections Quantities 5 27 1 Schedule 8: Drawing Schedule Drawing No. Sheet No. Title 559SW-03-01 1 Locality Plan & Notes 559SW-03-02 2 Sewer Layout Plan 559SW-03-03 3 Sewer Longitudinal Section & Pit Schedule COUGHLAN CIVIL DWG No. : 559SW-07A-01.dwg Quality Certified Company ISO9001:2008 REGISTRATION No. COU001-CCQ01 ACN 100 526 458 WEB: Coughlancivil.com Email: [email protected]6 Webster Street, Ballarat Victoria 3350 Telephone: (03) 5331 2688 Facsimile: (03) 5331 6833 WESTERN WATER MOORABOOL SHIRE COUNCIL STONEHILL - MADDINGLEY STAGE 7A SEWER LOCALITY PLAN & GENERAL NOTES Attention to the contractor 38. The contractor must ensure that all the people employed on the site wear approved safety apparel. This includes helmets, vests, safety boots, ear & eye protection, where appropriate. 39. The contractor shall reinstate any affected footpath, vehicle crossing & naturestrip to the requirements of the municipal council 40. Chainages shown on the detailed plan are discontinuous, chainages shown on the longitudinal sections are continuous 41. The consultant is responsible for the design and construction of the works. Any problems arising during construction shall be directed to the consultants 42. The contractor is directly responsible for setout. Should actual site conditions conflict in any way with that documented, the contractor must contact the office of the consultant for clarification before proceeding 43. Prior to the commencement of works, a "notice of intention to commence operations in trenches, shafts, tunnel or other excavations" is to be submitted to the Victorian Workcover Authority. a copy of the notice is to be forwarded to the consultant. 44. The entry into any sewer or manhole is to comply with the confined space regulations. requirements relating to any such entry shall be sought from the senior quality auditor. 45. The contractor shall comply with safety regulations associated with works adjacent or under electrical assets. 46. Levels and locations of existing sewers & water mains are to be checked on site prior to the commencement of works. 47. The consultant is to be notified 7 days prior to the commencement of works. 48. The contractor shall indemnify the water authority & Coughlan Civil Pty Ltd against any claims resulting from defective works and damage to existing assets or structures belonging to third parties. The indemnification is to be valid for a period of 5 years after the maintenance period has expired and shall be executed with an indemnity form prior to the commencement of works. 49. In accordance with clause 15 of AS4000-1997, the contractor must ensure the safety of the contractor's employees and all other people who are on or adjacent to the site. The contractor must comply with the Victorian Occupational Health & Safety Act. PRELIMINARY DRAWING NOT TO BE USED FOR CONSTRUCTION Telstra 2.1m Elec 2.5m EAST Water 2.5m O/S Gas SIDE Street 2.5m 2.5m 2.1m 2.1m 2.1m Sewer NA 1.0m 1.65m 2.25m 2.65m EAST WEST WEST WEST WEST CHIPPENDALE STREET EAST EAST NA CALDERWOOD AVENUE CH:503.7 TO CH:585.05 CALDERWOOD AVENUE CH:585.7 TO CH:659.9 EAST EAST EAST EAST NA NA NA NA Schedule 3: Service Offsets and Locations: O/S SIDE O/S SIDE O/S SIDE O/S SIDE
THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
LOCALITY PLANSCALE: NAMELWAYS: 333 D9
Work on Live Sewers:22. All works on live sewers must be carried out by an appropriately
accredited contractor.23. All existing sewers must be plugged to stop gas emissions prior to
any connections being made to these sewers.24. To enable connections to live assets or any work on live assets, the
contractor shall submit the appropriate forms to the superintendentat least 2 working days prior to any works on live sewers.
25. The contractor is not permitted to break into an existing live pipeline,enter a live sewer or remove the cover to a live maintenancestructure unless authorised by the water company.
Safety:26. Prior to commencement of works on site, the contractor must ensure
that all matters relating to the Occupational Health and Safety Act2004 and Occupational Health and Safety regulations 2007, havebeen and will be complied with.
Testing:27. The contractor is to give a minimum of two (2) days notice to the
superintendent and water agency prior to the testing beingundertaken. Testing is to be undertaken in the presence ofsuperintendent.
Environmental Management Plan:28. On commencement of construction works the contractor must
comply with the recommendations of the EPA publication"construction techniques for sediment pollution control" (publicationno 275 1991).
29. All trees and vegetation are to be protected unless otherwiseindicated for removal.The extent of any vegetation removal shall be confirmed on site withthe superintendent and local council prior to commencement, and inaccordance with any planning permits. Any removal shall bedocumented.
30. All areas containing creek vegetation, trees and revegetated areasnear the construction zone are to be fenced off during the works withsecure and highly visible material such as para-webbing fencing.
31. Ensure all machinery, equipment and/or footwear entering the site isweed and pathogen free.
Access Chambers:32. Refer to standard drawings as per WSA 02-2002 MRWA edition33. Cranked Galvanised or plastic encapsulated step irons must be used34. Precast maintenance holes may be used subject to conditions of the
WSA 02-2002 MRWA edition35. All maintenance hole covers are to be ductile iron with concrete infill,
which can be removed using "Gatic" lifting device in accordance withthe standard drawings. Concrete covers are not permitted
36. Maintenance hole and shaft covers shall be level with & confirm toslope & crossfall of the finished surface. The finished surface levelsshown are approximate only & shall not be used for the fixing of anymaintenance holes or shaft cover levels. The civil (main) contractorshall provide levels to the maintenance hole and shafts whichcomply with constructed levels to abutting infrastructure.Maintenance hole and shafts in road reserves constructed prior tothe construction of footpaths & roads shall be provided with atemporary cover. Placing of the final cover shall not be carried outuntil the concrete footpath or road pavement has been constructed
37. WSA 02-2002 MRWA edition WI N25 grade concrete - GP Typecement must be used in all construction
General Notes:1. Only contractors appropriately accredited by shall be eligible to
construct these works.2. Only products approved and catalogued by the Water Agency shall
be used.3. Works must be to constructed according to the WSA Sewerage
code of Australia WSA 02-2002 (MRWA Edition)4. The design consultant is responsible for the design and
coordination of the works. Any problem arising during constructionshall be directed to the consultant.
5. The alignmnet of the proposed sewer mains are to be set out by anapproved surveyor priot to commencement of works
Survey, Set Out and Asset Recording6. All contours and levels are in metres to the Australian height datum
(A.H.D.)7. All co-ordinates shown are to map grid of Australia (MGA).8. Chainages shown on detail plans are discontinuous at access
chambers. Chainages shown on long section sheets arecontinuous.
9. Coordinates are to sewer line intersection point unless otherwiseshown.
10. Before commencement of work, the contractor must complete alevel check between all TBM's to verify level values.
11. TBM's and control points are to be maintained and protected at alltimes during construction.Should any marks be disturbed, the contractor will immediatelynotify the consultant to arrange re-instatement at the contractorsexpense.
Property Connections12. Number of lots to be sewered: 13 lots Stage 7A plus 20 future lots13. Properties requiring boundary traps are indicated in the detailed
plans. The remainder do not require boundary traps.14. Branch tie distance shown on detail plan are from approved
subdivision survey pegs. Branch ties for future lots are shown as achainage. (Ch) Distance is from the downstream sewer structure.
15. Invert level of the property connection point is shown opposite thebranch position.
16. Where a Spur Branch connects to a shaft, both propertyconnections are considered to be shaft connections
Earthworks and Retaining Walls:15. In areas subject to earthworks, construction of sewers shall not
commence until earthworks has been completed unless writtenapproval has been given by the Water Authority.
16. Assumed that ground level behind retaining wall is to the top of theretaining wall. FSL quoted is the level of the ground on the low sideof the retaining wall.
Embedment17. Embedment shall be Type A (refer MRWA-S-202) unless otherwise
specified on the long section.Backfill18. Selection and compaction of trench backfill material shall be in
accordance with the Water Agency adopted version of MRWAspecification no 04-03.
19. Refer to Long Section drawings for backfill requirements.Compaction Testing20. Test results shall be provided to the superintendent prior to practical
completion / acceptance of works.21. The contractor is required to undertake all testing of fill compaction
in accordance with MRWA Backfill Specification 04-03.2.
Existing Survices22. The locations of underground services are approximate only and
their exact position must be proven on site prior to any workscommencing. Proving of existing services is the responsibility of thecontractor. No guarantee is given that all existing services areshown. Results are to be forwarded to consultant.
Schedule 1: New Pipe
Pipe Size Pipe Type Length (m) Pipe Class StandardDN150 UPVC-DWV 342 SN8 WSA PS 230
38. The contractor must ensure that all the people employed on the site wear approved safety apparel. This includeshelmets, vests, safety boots, ear & eye protection, where appropriate.
39. The contractor shall reinstate any affected footpath, vehicle crossing & naturestrip to the requirements of the municipalcouncil
40. Chainages shown on the detailed plan are discontinuous, chainages shown on the longitudinal sections are continuous41. The consultant is responsible for the design and construction of the works. Any problems arising during construction shall
be directed to the consultants42. The contractor is directly responsible for setout. Should actual site conditions conflict in any way with that documented,
the contractor must contact the office of the consultant for clarification before proceeding43. Prior to the commencement of works, a "notice of intention to commence operations in trenches, shafts, tunnel or other
excavations" is to be submitted to the Victorian Workcover Authority. a copy of the notice is to be forwarded to theconsultant.
44. The entry into any sewer or manhole is to comply with the confined space regulations. requirements relating to any suchentry shall be sought from the senior quality auditor.
45. The contractor shall comply with safety regulations associated with works adjacent or under electrical assets.46. Levels and locations of existing sewers & water mains are to be checked on site prior to the commencement of works.47. The consultant is to be notified 7 days prior to the commencement of works.48. The contractor shall indemnify the water authority & Coughlan Civil Pty Ltd against any claims resulting from defective
works and damage to existing assets or structures belonging to third parties. The indemnification is to be valid for aperiod of 5 years after the maintenance period has expired and shall be executed with an indemnity form prior to thecommencement of works.
49. In accordance with clause 15 of AS4000-1997, the contractor must ensure the safety of the contractor's employees andall other people who are on or adjacent to the site. The contractor must comply with the Victorian Occupational Health &Safety Act.
PRELIMINARY DRAWINGNOT TO BE USED FOR CONSTRUCTION
Telstra
2.1m
Elec
2.5m
EAST
Water
2.5m
O/SGas
SIDEStreet
2.5m2.5m 2.1m
2.1m
2.1m
Sewer
NA1.0m1.65m2.25m2.65m
EAST WEST WEST
WEST WESTCHIPPENDALE STREET EAST EAST NACALDERWOOD AVENUE CH:503.7 TO CH:585.05 CALDERWOOD AVENUE CH:585.7 TO CH:659.9
EASTEASTEASTEAST NA NANA NA
Schedule 3: Service Offsets and Locations:
O/S SIDE O/S SIDE O/S SIDE O/S SIDE
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
OF
AutoCAD SHX Text
12
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
11
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
8
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
VICROADS
AutoCAD SHX Text
OFFER FILE No.
AutoCAD SHX Text
AUTHORITY
AutoCAD SHX Text
7
AutoCAD SHX Text
WATER
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY
AutoCAD SHX Text
6
AutoCAD SHX Text
AUTHORISED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
3
AutoCAD SHX Text
DATE
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
1
AutoCAD SHX Text
H
AutoCAD SHX Text
REF
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
559SW-7A-01
AutoCAD SHX Text
A
AutoCAD SHX Text
R SMITH
AutoCAD SHX Text
6/09/16
AutoCAD SHX Text
518
AutoCAD SHX Text
333 F7
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION / COMMENTS
748
747746
745
744743
742
756
755
754
753
752751
750
749
735
736
737738
739
726
727
733
734
728729
730
732731
1.00
1.00
1.00
707
IL150.93TYSTIE1.00
708
709
710
711712
713
716
717
718
720
719
723
722721
CHIPPENDALE STREET
CALDERWOOD AVENUE
CALD
ERWOO
D AVE
NUE
TMS7A-6CH63.55
MH7A-5CH63.23
MH8-5CH0.00
MH8-4CH0.00
MH7A-1CH85.51
MH7A-2CH79.23
MH7A-3C
H
3
0
.
4
8
TMS7A-4CH20.32
DN15
0 1 in
100
IL150
.23
IL150
.03
IL149
.98
DN15
0 1 in
150
IL149
.67
IL149.62
IL149.10IL149.05
IL148.48
IL148.45
IL148.89IL148.86
IL149.52
FS152.61ES152.61
FS152.34ES151.54
FS152.08ES151.42
FS151.90ES150.52
FS151.83ES150.47
FS151.67
ES152.15
FS151.73
ES152.88
FS151.88
ES153.73
FS152.50
ES153.43
FS152.30
ES152.97
FS152.50
ES153.38
FS152.40
ES153.18
FS152.30
ES152.74
FS152.20ES152.04
FS152.40ES152.22
FS152.21ES152.80FS152.50ES152.25
FS152.82ES152.78
FS152.40ES152.11
FS152.20ES152.04
FS152.20ES152.12
FS152.20
ES152.45
FS150.95
ES150.95
FS151.86
ES150.94
FS15
1.75
ES14
9.70
FS151.89ES151.89
FS151.97ES152.09
FS152.02ES151.91
FS152.08
ES151.98
FS152.17
ES152.09
FS152.25
ES152.33
FS152.26
ES152.08
FS152.19
ES152.05
FS152.20
ES152.19
FS152.20
ES152.01
FS152.38ES152.38FS152.06
ES152.09
FS151.89ES151.89
FS152.33ES152.33
IL150.45TY1TIE1.20
IL150.65TY2TIE1.20
IL150.19TY2TIE1.20
IL150.03TY1TIE1.20
IL150.45TY2TIE1.20
IL149.93
TY1TIE1.20
IL150.39
TY2TIE1.20
IL151.01
TY2TIE1.20
IL150.49
TY2TIE1.20
IL150.69
TY2TIE1.20
IL151.46
TY2TIE1.20
715
IL150.82
TY2TIE1.20
IL151.65
TY2TIE1.20
IL151.12
TY2TIE1.20
DN150 1 in 150
DN150 1 in 100 DN150 1 in 150
IL151.43
TY2TIE1.20
IL151.20
TY2TIE1.20
IL151.28
TY2TIE1.20
IL151.53
TY2TIE1.20
IL150.99
TY2TIE1.20
IL150.57
TY2TIE1.20
IL150.85
TY2TIE1.20
IL150.81
TY2TIE1.20
IL150.61
TY2TIE1.20
IL149.67
TY1TIE1.00
IL149.61
TY1TIE1.00
IL149.55
TY2TIE1.00
IL149.67
TY2TIE1.00
IL149.55
TY2TIE1.00
IL150.58
TY2TIE1.00
IL150.75
TY2TIE1.00
IL150.78
TY2TIE1.00
IL150.49
TY2TIE1.00
NOTE: LOTS 721 TO 734 TO UTILISE EXISTING PROPERTY
CONNECTION CONSTRUCTED DURING PREVIOUS STAGE
2m S E
2m D E
2m D E
2m S E
2m S E
2m S E
2m D E
NOTE:SANITY DRAINAGE FOR EXISTING HOUSE (LOT 713) IS TO BEREDIRECTEDTO NEW PROPERTY CONNECTION. ALL REDUNDANTSANITARY DRAINAGE IS TO BE CUT AND SEALED. THESE WORKSARE TO BE COMPLETED BY A LISCENSED PLUMBER UNDER APLUMBING AGREEMENT. EXISTING SEPTIC TANK TO BE BROKENDOWN AND BACKFILLED WITH SELECT FILL 300D
300D
300D
450D
525D
600D
300D
300D
300D
300D
300D
300D
PREVIOUS STAGE
FUTURE STAGE
FUTURE STAGE
FUTURE STAGE
IL148.36
IL147.74
O'LEARY WAY
T.B.M Star Picket
R.L. 152.155 A.H.D
E 272100.66
N 5826265.39
CHIPPENDALE STREET
FAIRBANK WAY
CALDERWOOD AVENUE
O'LEARY WAY
CALDERWOOD AVENUE
NOTE:PROPERTY CONNECTIONS FOR FUTURE LOTS 735 TO 756 TO BECONSTRUCTED DURING THIS STAGE
NOTES: INVERT LEVEL OF EXISTING SEWERMAIN IS TO BE CONFIRMED ON SITE BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE CONSULTANT
AutoCAD SHX Text
NOTES: INVERT LEVEL OF EXISTING SEWERMAIN IS TO BE CONFIRMED ON SITE BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE CONSULTANT
AutoCAD SHX Text
Pit Schedule - STAGE 7A SEWER
AutoCAD SHX Text
Pit No.
AutoCAD SHX Text
Outlet Diameter
AutoCAD SHX Text
Outlet Invert RL
AutoCAD SHX Text
Inlet Diameter
AutoCAD SHX Text
Inlet Invert RL
AutoCAD SHX Text
Pit Depth
AutoCAD SHX Text
Pit Lid Level
AutoCAD SHX Text
Easting
AutoCAD SHX Text
Northing
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
MH8-4
AutoCAD SHX Text
150
AutoCAD SHX Text
148.476
AutoCAD SHX Text
3.715
AutoCAD SHX Text
152.191
AutoCAD SHX Text
272077.28
AutoCAD SHX Text
5826128.257
AutoCAD SHX Text
MH7A-1
AutoCAD SHX Text
150
AutoCAD SHX Text
149.046
AutoCAD SHX Text
150
AutoCAD SHX Text
149.096
AutoCAD SHX Text
3.535
AutoCAD SHX Text
152.581
AutoCAD SHX Text
272048.54
AutoCAD SHX Text
5826208.796
AutoCAD SHX Text
MH7A-2
AutoCAD SHX Text
150
AutoCAD SHX Text
149.624
AutoCAD SHX Text
150
AutoCAD SHX Text
149.674
AutoCAD SHX Text
2.570
AutoCAD SHX Text
152.194
AutoCAD SHX Text
272021.99
AutoCAD SHX Text
5826283.445
AutoCAD SHX Text
MH7A-3
AutoCAD SHX Text
150
AutoCAD SHX Text
149.979
AutoCAD SHX Text
150
AutoCAD SHX Text
150.029
AutoCAD SHX Text
2.220
AutoCAD SHX Text
152.199
AutoCAD SHX Text
272025.49
AutoCAD SHX Text
5826313.722
AutoCAD SHX Text
TMS7A-4
AutoCAD SHX Text
150
AutoCAD SHX Text
150.232
AutoCAD SHX Text
2.227
AutoCAD SHX Text
152.459
AutoCAD SHX Text
272035.36
AutoCAD SHX Text
5826331.479
AutoCAD SHX Text
MH8-5
AutoCAD SHX Text
150
AutoCAD SHX Text
148.435
AutoCAD SHX Text
3.931
AutoCAD SHX Text
152.366
AutoCAD SHX Text
272034.95
AutoCAD SHX Text
5826104.240
AutoCAD SHX Text
MH7A-5
AutoCAD SHX Text
150
AutoCAD SHX Text
148.857
AutoCAD SHX Text
150
AutoCAD SHX Text
148.887
AutoCAD SHX Text
3.172
AutoCAD SHX Text
152.029
AutoCAD SHX Text
272013.61
AutoCAD SHX Text
5826163.761
AutoCAD SHX Text
TMS7A-6
AutoCAD SHX Text
150
AutoCAD SHX Text
149.523
AutoCAD SHX Text
2.184
AutoCAD SHX Text
151.707
AutoCAD SHX Text
271992.32
AutoCAD SHX Text
5826223.636
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
OF
AutoCAD SHX Text
12
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
11
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
8
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
VICROADS
AutoCAD SHX Text
OFFER FILE No.
AutoCAD SHX Text
AUTHORITY
AutoCAD SHX Text
7
AutoCAD SHX Text
WATER
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY
AutoCAD SHX Text
6
AutoCAD SHX Text
AUTHORISED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
3
AutoCAD SHX Text
DATE
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
1
AutoCAD SHX Text
H
AutoCAD SHX Text
REF
AutoCAD SHX Text
H 1:500 V 1:100
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
559SW-7A-03
AutoCAD SHX Text
A
AutoCAD SHX Text
M JARRETT
AutoCAD SHX Text
M PARKER
AutoCAD SHX Text
C COUGHLAN
AutoCAD SHX Text
559-7A
AutoCAD SHX Text
333 D9
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION / COMMENTS
N
LOCALITY PLAN
WARNING
approximate only and their exact positionThe locations of underground services areBEWARE OF UNDERGROUND SERVICES
given that all existing services are shown.should be proven on site. No guarantee is
WARNING
constructed from asbestos containingSome underground services maybeBEWARE OF ASBESTOS
instructions on how to manage anymaterial. Contact the Superintendent for
- VERTICAL CLEARANCE BETWEEN WATER MAINS SHALL DEPEND ON THE LARGER MAIN VERTICAL CLEARANCE BETWEEN WATER MAINS SHALL DEPEND ON THE LARGER MAIN DIAMETER. - WATER MAINS SHALL CROSS OVER SEWERS AND DRAINS UNLESS SHOWN OTHERWISE. WATER MAINS SHALL CROSS OVER SEWERS AND DRAINS UNLESS SHOWN OTHERWISE. - MAINTAIN ADDITIONAL CLEARANCE FROM HIGH VOLTAGE ELECTRICAL CABLES TO ALLOW FOR A MAINTAIN ADDITIONAL CLEARANCE FROM HIGH VOLTAGE ELECTRICAL CABLES TO ALLOW FOR A PROTECTIVE BARRIER AND MARKING.
AutoCAD SHX Text
EXISTING OR PROPOSED SERVICE
AutoCAD SHX Text
MINIMUM VERTICAL CLEARANCE (mm)
AutoCAD SHX Text
TELECO CONDUITS AND CABLES
AutoCAD SHX Text
GAS MAINS
AutoCAD SHX Text
WATER MAINS >DN375
AutoCAD SHX Text
WATER MAINS DN375< DN375
AutoCAD SHX Text
FOR THE DURATION OF PROCLAIMED WATER RESTRICTIONS, THE CONTRACTOR SHALL CONFORM WITH THE RESTRICTIONS AND ANY OTHER WATER CONSERVATION REQUIREMENTS IMPOSED BY THE WATER AGENCY.
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
TABLE 1.NEW PIPE SCHEDULENEW PIPE SCHEDULE
AutoCAD SHX Text
TABLE 2.PIPE MATERIAL SCHEDULEPIPE MATERIAL SCHEDULE
TABLE 5.SERVICE ALIGNMENT SCHEDULE (OFFSETS IN m)SERVICE ALIGNMENT SCHEDULE (OFFSETS IN m)
AutoCAD SHX Text
TABLE 7.VERTICAL CLEARANCESVERTICAL CLEARANCES
AutoCAD SHX Text
WW
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
225
AutoCAD SHX Text
150
AutoCAD SHX Text
500
AutoCAD SHX Text
300
AutoCAD SHX Text
EXISTING OR PROPOSED SERVICE
AutoCAD SHX Text
MINIMUM VERTICAL CLEARANCE (mm)
AutoCAD SHX Text
ELECTRICITY CONDUITS AND CABLES
AutoCAD SHX Text
STORMWATER DRAINS & PITS
AutoCAD SHX Text
SEWERS - GRAVITY
AutoCAD SHX Text
SEWERS - PRESSURE & VACUUM
AutoCAD SHX Text
WATER CONSTRUCTION PLANS 559SW-7A-04LOCALITY & GENERAL NOTES LOCALITY & GENERAL NOTES 559SW-7A-05WATER LAYOUT PLAN WATER LAYOUT PLAN 559SW-7A-06WATER DETAIL SHEETWATER DETAIL SHEET
GENERAL NOTES: 1.ONLY PRODUCTS APPROVED AND CATALOGUED BY THE WATER AGENCY SHALL BE USED. ONLY PRODUCTS APPROVED AND CATALOGUED BY THE WATER AGENCY SHALL BE USED. 2.WORKS MUST BE CONSTRUCTED ACCORDING TO WSA 03- 2012 MRWA EDITION. THE WORKS MUST BE CONSTRUCTED ACCORDING TO WSA 03- 2012 MRWA EDITION. THE CONTRACTOR SHALL ENSURE THAT THEY ARE CONVERSANT WITH ALL CURRENT REVISIONS, AMENDMENTS AND UPDATES THAT THE RELEVANT WATER AGENCY HAS MADE TO THEIR STANDARDS. 3.DW AND NDW ASSETS SHALL ONLY BE CONSTRUCTED AFTER DEEPER ASSETS AFFECTING DW AND NDW ASSETS SHALL ONLY BE CONSTRUCTED AFTER DEEPER ASSETS AFFECTING THE WATER MAINS HAVE BEEN CONSTRUCTED (EG: SEWERAGE & DRAINAGE ASSETS). 4.THIS DESIGN IS TO BE READ IN CONJUNCTION WITH ROAD AND DRAINAGE PLANS. THIS DESIGN IS TO BE READ IN CONJUNCTION WITH ROAD AND DRAINAGE PLANS. 5.THE CONTRACTOR SHALL OBTAIN A ROAD OPENING PERMIT FOR ANY WORKS WITHIN THE THE CONTRACTOR SHALL OBTAIN A ROAD OPENING PERMIT FOR ANY WORKS WITHIN THE ROAD RESERVE AND COMPLY WITH ALL REQUIREMENTS OF THE ROAD OWNER. 6.FOR INTERPRETATION OF THE SYMBOLS USED IN THIS DESIGN, REFER TO DRAWING FOR INTERPRETATION OF THE SYMBOLS USED IN THIS DESIGN, REFER TO DRAWING MRWA-W-100. SURVEY, SET OUT AND ASSET RECORDING 7.TEMPORARY BENCH MARKS (TBM) FOR THE SET OUT OF WORKS TO THE AUSTRALIAN TEMPORARY BENCH MARKS (TBM) FOR THE SET OUT OF WORKS TO THE AUSTRALIAN HEIGHT DATUM (AHD) ARE PROVIDED IN THE DESIGN DRAWINGS. 8.ALL LEVELS ARE IN METRES TO AHD. ALL LEVELS ARE IN METRES TO AHD. 9.ALL CO-ORDINATES ARE IN METRES TO THE MAP GRID OF AUSTRALIA (MGA 55- 94). ALL CO-ORDINATES ARE IN METRES TO THE MAP GRID OF AUSTRALIA (MGA 55- 94). 10.THE CONTRACTOR IS DIRECTLY RESPONSIBLE FOR ENSURING THE PROJECT SET OUT IS THE CONTRACTOR IS DIRECTLY RESPONSIBLE FOR ENSURING THE PROJECT SET OUT IS CONSISTENT WITH THE DESIGN. SHOULD ACTUAL SITE CONDITIONS CONFLICT IN ANY WAY WITH THAT DOCUMENTED, THE CONTRACTOR SHALL CONTACT THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. 11.THE CONTRACTOR IS TO ENGAGE A SUITABLY QUALIFIED AND EXPERIENCED SURVEYOR TO THE CONTRACTOR IS TO ENGAGE A SUITABLY QUALIFIED AND EXPERIENCED SURVEYOR TO UNDERTAKE ASSET RECORDING OF THE WORK. ALL SURVEYOR WORKS AND DATA RECORDING SHALL BE UNDERTAKEN IN ACCORDANCE WITH THE MRWA SURVEY MANUAL. 12.ALL SPECIFIC PIPE MATERIALS (EG: PVC-O) SHALL BE INDICATED IN THE AS CONSTRUCTED ALL SPECIFIC PIPE MATERIALS (EG: PVC-O) SHALL BE INDICATED IN THE AS CONSTRUCTED INFORMATION PRODUCTS AND MATERIALS 13.FOR THE PIPE SCHEDULE, REFER TO TABLE .1. FOR THE PIPE SCHEDULE, REFER TO TABLE .1. 14.FOR THE PIPE MATERIAL SCHEDULE, REFER TO TABLE. 2. FOR THE PIPE MATERIAL SCHEDULE, REFER TO TABLE. 2. 15.FOR PE PIPE CONSTRUCTION, REFER TO DRAWING MRWA-W-103 AND WSA 01 (PE PIPELINE FOR PE PIPE CONSTRUCTION, REFER TO DRAWING MRWA-W-103 AND WSA 01 (PE PIPELINE CODE). WELDERS SHALL BE ACCREDITED TO PMBWELD301A (BUTT) AND PMBWELD302B (ELECTROFUSION). APPURTENANCES (FITTINGS) 16.ALL VALVES AND HYDRANTS SHALL BE MARKED ACCORDING TO DRAWINGS MRWA-W-300 ALL VALVES AND HYDRANTS SHALL BE MARKED ACCORDING TO DRAWINGS MRWA-W-300 AND MRWA-W-301. 17.VALVE SURROUNDS, COVERS AND SPINDLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH VALVE SURROUNDS, COVERS AND SPINDLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWING MRWA-W-302. 18.HYDRANT SURFACE ARRANGEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH HYDRANT SURFACE ARRANGEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS MRWA-W-303. 19.FLANGE AND FLANGE BOLTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS FLANGE AND FLANGE BOLTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS MRWA-W-306A AND MRWA-W-306B. 20.FOR THE HYDRANT AND WASHOUT SCHEDULE, REFER TO TABLE .3. FOR THE HYDRANT AND WASHOUT SCHEDULE, REFER TO TABLE .3. 21.ALL VALVES SHALL BE LOCATED DIRECTLY OUT FROM THE APEX OF THE SPLAY CORNER ALL VALVES SHALL BE LOCATED DIRECTLY OUT FROM THE APEX OF THE SPLAY CORNER (UNLESS OTHERWISE INDICATED). WATER MAIN ALIGNMENT, TRENCHING & COVER 22. TRENCH, PIPE PLACEMENT, EMBEDMENT AND BACKFILL DIMENSIONS AS PER STANDARD TRENCH, PIPE PLACEMENT, EMBEDMENT AND BACKFILL DIMENSIONS AS PER STANDARD DRAWING MRWA-W-202. 23.OFFSETS OF MAINS FROM PROPERTY BOUNDARIES SHALL BE; MIN 600MM (MAINS < DN100) OFFSETS OF MAINS FROM PROPERTY BOUNDARIES SHALL BE; MIN 600MM (MAINS < DN100) AND MIN 1M (MAINS DN100). > DN100). 24.ALL WATER MAINS SHALL PASS OVER DRAINS AND SEWERS UNLESS SHOWN OTHERWISE IN ALL WATER MAINS SHALL PASS OVER DRAINS AND SEWERS UNLESS SHOWN OTHERWISE IN THE DESIGN DRAWINGS. 25.CURVED WATER MAIN(S) AND DEFLECTIONS SHALL BE CONSTRUCTED AS PER DRAWING CURVED WATER MAIN(S) AND DEFLECTIONS SHALL BE CONSTRUCTED AS PER DRAWING MRWA-W-212. 26.MAINS SHALL BE ALIGNED IN ACCORDANCE WITH THE SERVICES ALIGNMENT SCHEDULE MAINS SHALL BE ALIGNED IN ACCORDANCE WITH THE SERVICES ALIGNMENT SCHEDULE (REFER TO TABLE .5). EMBEDMENT 27.EMBEDMENT SAND WSA-PS-360 TO BE USED IN ALL TRENCHES. EMBEDMENT SAND WSA-PS-360 TO BE USED IN ALL TRENCHES. 28.EMBEDMENT SHALL BE PLACED AS PER DRAWINGS MRWA-W-201 AND MRWA-W-202 EMBEDMENT SHALL BE PLACED AS PER DRAWINGS MRWA-W-201 AND MRWA-W-202 BACKFILL 29.BACKFILL AS PER MRWA BACKFILL SPECIFICATIONS, COMPACTED IN 150MM MAXIMUM DEPTH BACKFILL AS PER MRWA BACKFILL SPECIFICATIONS, COMPACTED IN 150MM MAXIMUM DEPTH LAYERS TO A DRY DENSITY OF NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY OBTAINED FROM THE STANDARD COMPACTION TEST. FOR FURTHER REFERENCE, REFER TO DRAWING MRWA-W-201 AND MRWA-W-202 24.COMPACTION TRIALS AND COMPACTION TESTING SHALL BE UNDERTAKEN IN ACCORDANCE COMPACTION TRIALS AND COMPACTION TESTING SHALL BE UNDERTAKEN IN ACCORDANCE WITH THE MRWA BACKFILL SPECIFICATIONS. THRUST RESTRAINT 25.FOR THE THRUST RESTRAINT SCHEDULE, REFER TO TABLE .6. FOR THE THRUST RESTRAINT SCHEDULE, REFER TO TABLE .6. 26.CONSTRUCT CONCRETE THRUST RESTRAINTS AS PER DRAWINGS MRWA-W- 204 & CONSTRUCT CONCRETE THRUST RESTRAINTS AS PER DRAWINGS MRWA-W- 204 & MRWA-W-205A 27.TIMBER / RECYCLED PLASTIC BLOCKS AS PER DRAWINGS MRWA-W-204 AND MRWA-W-206. TIMBER / RECYCLED PLASTIC BLOCKS AS PER DRAWINGS MRWA-W-204 AND MRWA-W-206. 28.THRUST RESTRAINTS HAVE BEEN DESIGNED ON THE BASIS OF THE AHBP (GROUND THRUST RESTRAINTS HAVE BEEN DESIGNED ON THE BASIS OF THE AHBP (GROUND STRENGTH) NOMINATED IN TABLE 6. THE CONTRACTOR SHALL CONFIRM THE ACTUAL GROUND CONDITIONS (USING STANDARD DRAWING MRWA-W-200 AS A GUIDE) AND DISCUSS WITH THE SUPERINTENDENT ANY GROUND CONDITIONS WHICH ARE FOUND TO BE DIFFERENT TO THAT NOMINATED. PROPERTY SERVICES 29.PROPERTY SERVICES TO THE END OF SERVICE SHALL BE CONSTRUCTED AS PER DRAWINGS PROPERTY SERVICES TO THE END OF SERVICE SHALL BE CONSTRUCTED AS PER DRAWINGS MRWA-W-110 AND MRWA-W-111. CONNECTIONS (ALL TYPES) 30.CONNECTION OF DN100 OFFTAKES TO EXISTING MAINS SHALL BE AS INDICATED IN THE CONNECTION OF DN100 OFFTAKES TO EXISTING MAINS SHALL BE AS INDICATED IN THE > DN100 OFFTAKES TO EXISTING MAINS SHALL BE AS INDICATED IN THE DESIGN DRAWINGS AND AS PER DRAWING MRWA-W-106. 31.CONNECTION OF DN40, 50 & 63 PE OFFTAKES SHALL BE AS PER DRAWING MRWA-W-107. CONNECTION OF DN40, 50 & 63 PE OFFTAKES SHALL BE AS PER DRAWING MRWA-W-107. 32.PROPERTY SERVICE CONNECTIONS AS PER DRAWING MRWA-W-111. PROPERTY SERVICE CONNECTIONS AS PER DRAWING MRWA-W-111. 33.ALL PROPERTY SERVICE CONNECTIONS TO NEW RESIDENTIAL NON PE RETICULATION MAINS ALL PROPERTY SERVICE CONNECTIONS TO NEW RESIDENTIAL NON PE RETICULATION MAINS ARE TO BE COMPLETED USING PRETAPPED CONNECTORS. OTHER SERVICES 34.TO RECEIVE THE MOST UP TO DATE INFORMATION PRIOR TO CONSTRUCTION, “DIAL BEFORE TO RECEIVE THE MOST UP TO DATE INFORMATION PRIOR TO CONSTRUCTION, “DIAL BEFORE DIAL BEFORE YOU DIG” SHALL BE UNDERTAKEN TO AID IN THE LOCATION OF OTHER SERVICES. OTHER SHALL BE UNDERTAKEN TO AID IN THE LOCATION OF OTHER SERVICES. OTHER SERVICES SHALL BE CAREFULLY LOCATED PRIOR TO FULL EXCAVATION AT THE CONTRACTOR'S COST. ANY CLASHES OF PROPOSED NEW WORKS WITH OTHER ASSETS SHALL BE REPORTED TO THE SUPERINTENDENT IMMEDIATELY FOR CLARIFICATION. 35.OFFSETS TO OTHER SERVICES SHALL BE AS PER TABLE 5 OR OTHERWISE AS PER TABLE OFFSETS TO OTHER SERVICES SHALL BE AS PER TABLE 5 OR OTHERWISE AS PER TABLE 5.5 OF WSA03- 2012 MRWA EDITION. THESE CLEARANCES SHALL APPLY TO SURFACE COVERS AS WELL AS UNDERGROUND ASSETS. 36.VERTICAL CLEARANCES FROM OTHER SERVICES SHALL BE AS PER TABLE .7 VERTICAL CLEARANCES FROM OTHER SERVICES SHALL BE AS PER TABLE .7 TESTING, ASSET ACCEPTANCE AND LIVE CONNECTIONS 37.POST CONSTRUCTION ACTIVITIES (OF BOTH DW & NDW) SUCH AS SWABBING, WATER POST CONSTRUCTION ACTIVITIES (OF BOTH DW & NDW) SUCH AS SWABBING, WATER QUALITY TESTING, PRESSURE TESTING AND CHLORINATION SHALL BE CARRIED OUT IN ACCORDANCE WITH WSA03-2012 MRWA EDITION AND THE MRWA WATER QUALITY COMPLIANCE SPECIFICATION. ALL TEST RESULTS SHALL BE DOCUMENTED AND REPORTED TO THE SUPERINTENDENT.. 38.THE CONTRACTOR &/OR CONSULTANT SHALL PROVIDE 5 DAYS NOTICE TO THE THE CONTRACTOR &/OR CONSULTANT SHALL PROVIDE 5 DAYS NOTICE TO THE SUPERINTENDENT PRIOR TO TESTING BEING UNDERTAKEN. 39.UNLESS OTHERWISE INFORMED, ALL NDW MAIN TO METER CONNECTIONS SHALL BE UNLESS OTHERWISE INFORMED, ALL NDW MAIN TO METER CONNECTIONS SHALL BE INSPECTED BY THE WATER AGENCY, WITH THE WATER AGENCY BEING NOTIFIED AT LEAST 5 DAYS PRIOR TO CONNECTION 40.THE CONTRACTOR SHALL PROVIDE AT LEAST 2 DAYS NOTICE TO THE SUPERINTENDENT THE CONTRACTOR SHALL PROVIDE AT LEAST 2 DAYS NOTICE TO THE SUPERINTENDENT PRIOR TO CONNECTING NEW WORKS TO THE EXISTING NETWORK. SHUT DOWN WORK SHALL BE SCHEDULED FOR 9AM WEEKDAYS AND BE COMPLETED WITHIN 120 MINUTES. 41.VALVES CONNECTING NEW ASSETS TO THE WATER AGENCY'S LIVE SYSTEM SHALL NOT BE VALVES CONNECTING NEW ASSETS TO THE WATER AGENCY'S LIVE SYSTEM SHALL NOT BE OPERATED BY THE CONTRACTOR.
PRELIMINARY DRAWINGNOT TO BE USED FOR CONSTRUCTION
WARNING
approximate only and their exact positionThe locations of underground services are
BEWARE OF UNDERGROUND SERVICES
given that all existing services are shown.should be proven on site. No guarantee is
AutoCAD SHX Text
148.5
AutoCAD SHX Text
149.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
153.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
150.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.0
AutoCAD SHX Text
150.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
151.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
151.0
AutoCAD SHX Text
149.5
AutoCAD SHX Text
151.5
AutoCAD SHX Text
151.0
AutoCAD SHX Text
150.5
AutoCAD SHX Text
150.0
AutoCAD SHX Text
150.5
AutoCAD SHX Text
150.0
AutoCAD SHX Text
152.5
AutoCAD SHX Text
153.5
AutoCAD SHX Text
153.0
AutoCAD SHX Text
152.5
AutoCAD SHX Text
152.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
152.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
151.5
AutoCAD SHX Text
151.0
AutoCAD SHX Text
150.5
AutoCAD SHX Text
152.0
AutoCAD SHX Text
152.0
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
REFER DETAIL A
AutoCAD SHX Text
REFER DETAIL B
AutoCAD SHX Text
REFER DETAIL C
AutoCAD SHX Text
REFER DETAIL C
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
LAY WATERMAIN OVER GAS, ELEC & TELECOMS
AutoCAD SHX Text
NOTE: EXISTING HOUSE INTERNAL WATER IS TO BE REDIRECTED TO NEW WATER TAPPING. ALL REDUNDANT PIPE CROSSING BOUNDARIES ARE TO BE CUT AND SEALED. THESE WORKS ARE TO BE DONE BY A LICENSED PLUMBER UNDER A PLUMBING CONSENT
AutoCAD SHX Text
F
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
OF
AutoCAD SHX Text
12
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
11
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
10
AutoCAD SHX Text
9
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
8
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
VICROADS
AutoCAD SHX Text
OFFER FILE No.
AutoCAD SHX Text
AUTHORITY
AutoCAD SHX Text
7
AutoCAD SHX Text
WATER
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY
AutoCAD SHX Text
6
AutoCAD SHX Text
AUTHORISED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
3
AutoCAD SHX Text
DATE
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
1
AutoCAD SHX Text
H
AutoCAD SHX Text
REF
AutoCAD SHX Text
1:500
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
559SW-7A-05
AutoCAD SHX Text
A
AutoCAD SHX Text
M JARRETT
AutoCAD SHX Text
M PARKER
AutoCAD SHX Text
C COUGHLAN
AutoCAD SHX Text
559-7A
AutoCAD SHX Text
333 D9
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR INFORMATION / COMMENTS
AutoCAD SHX Text
Scale in Metres
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
15
AutoCAD SHX Text
20
AutoCAD SHX Text
25
AutoCAD SHX Text
EXISTING SEWER
AutoCAD SHX Text
EXISTING STORMWATER
AutoCAD SHX Text
EXISTING WATER
AutoCAD SHX Text
EXISTING ELECTRICAL
AutoCAD SHX Text
PROPOSED DRAINAGE
AutoCAD SHX Text
EXISTING TELSTRA
AutoCAD SHX Text
EXISTING GAS
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
SWAB INSERTION
AutoCAD SHX Text
SWAB REMOVAL
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
SWAB DIRECTION
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
D
C
CALD
ERWOO
D AVE
NUE
707
E
CALDERWOOD AVENUE
713
F
D
CHIPP
ENDA
LE ST
REET
720
D
CHIPP
ENDA
LE ST
REET
720
WARNING
approximate only and their exact positionThe locations of underground services are
BEWARE OF UNDERGROUND SERVICES
given that all existing services are shown.should be proven on site. No guarantee isDETAIL D
