Embed Size (px)
Citation preview
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635Rev Amendments Approved Date
Date
any use or reliance by third party on the content of this document.
responsibility or liability whatsoever to any third party arising out of
retainer. Spiire Australia Pty Ltd does not and shall not assume any
benefit of and use by the client in accordance with the terms of the
This document is produced by Spiire Australia Pty Ltd solely for the
Spiire Australia Pty Ltd All Rights Reserved©
R. WEINBER
VILLAWOOD PROPERTIES
HUME CITY COUNCIL
REDSTONE ESTATE
PRELIMINARYA FIRST ISSUE M.L
M. LETSON
STAGE 3
31/03/2031/03/20
D.CAMERON
B
M.L 20/04/20B STAGE BOUNDARY AMENDED - ORIGIN CIRCUIT
STAGE 1
STAGE 2
3STAGE
STAGE 4
STAGE 11
STAGE 12
STAGE 10
STAGE 5
STAGE 7
1ASTAGE
VILLAWOOD PROPERTIESDESCRIPTION EXISTING PROPOSED
WATER MAIN, VALVE AND HYDRANT
WATER RECYCLED
UNDERGROUND ELECTRICITY
OVERHEAD ELECTRICITY & POLE
TELECOMMUNICATIONS & SERVICE PIT
OPTIC FIBRE
OVERHEAD TELECOMMUNICATIONS
GAS MAIN
BRANCH SEWER & MAINTENANCE STRUCTURE
SEWER & MAINTENANCE STRUCTURE
SEWER RISING MAIN
CENTRAL INVERT
COUNCIL STORMWATER DRAIN AND PIT
STORM WATER DRAINAGE PROPERTY INLETS
COUNCIL STORM WATER PITS
HOUSE DRAIN
AG DRAIN AND FLUSHER
MWC STORM WATER DRAIN & PIT
MWC STORM WATER PITS
STORM WATER DRAINAGE PIT NUMBER
GAS & WATER CONDUITS
CONCRETE VEHICLE CROSSING
RIDGE / CHANGE OF GRADE LINE
SURFACE CONTOUR MINOR
SURFACE CONTOUR MAJOR
SURFACE LEVEL E123.45 F124.68
BATTER LEVEL (TOP / TOE) T124.80 T124.80
RETAINING WALL LEVEL (TOP/BOTTOM) TW112.76 TW128.50 BW126.74
EARTHWORKS GRADE
SIGN AND POST
LIGHT & POLE (BY OTHERS)
STREET SIGN
PERMANENT SURVEY MARK
TEMPORARY BENCH MARK
BOLLARD
ROAD CHAINAGES
LOT CHAINAGES CH20.06 CH20.06
SETOUT POINT
LIMIT OF WORKS
BATTER
EXCAVATION GREATER THAN 0.20m
FILLING GREATER THAN 0.20m
ROCK BEACHING
RETAINING WALL
FENCE - TREE PROTECTION
FENCE - VEHICLE EXCLUSION
FENCES
GUARD RAIL
TREE (& SURVEYED CANOPY) TO BE RETAINED
TREE TO BE PROTECTED
TREE TO BE REMOVED
VEGETATION LINE
FOOTPATH
TACTILE GROUND SURFACE INDICATOR
KERB TRANSITION
H H
GW GW
169.00 169.00
168.90 168.90
1 in 150
CH116.57
(L/R)TPCH116.57
CH116.57
(L/R)TPCH116.57
B2 SM2
1
A2
PAVEMENT SAWCUT LINE SAWCUT
1
LEGEND
WARNINGBEWARE OF UNDERGROUND/OVERHEAD SERVICES
UNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
SHOULD BE GIVEN TO CONSTRUCTION PROCEDURES
SERVICES ARE SHOWN.SPECIAL CONSIDERATION
SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING
AND THEIR EXACT POSITION SHOULD BE PROVEN ON
THE LOCATION OF SERVICES ARE APPROXIMATE ONLY
Vertical
Horizontal 0
0
1:4000,A1
40 80 120 160 200
40 80 120 160 200
LOCALITY PLAN
GDA2020
1. ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH V.P.A. AND HUME CITY COUNCIL STANDARD DRAWINGS,
SPECIFICATIONS, APPROVED PLANS AND TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR
REPRESENTATIVE.
2. COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORKS WITH A
PRE-COMMENCEMENT MEETING BEING HELD BETWEEN HUME CITY COUNCIL, THE CONSULTANT AND THE CONTRACTOR
BEFORE WORKS COMMENCE. A SITE MANAGEMENT PLAN IS TO BE SUBMITTED PRIOR TO COMMENCEMENT OF WORKS
AND PRIOR TO AN ONSITE PRE-COMMENCEMENT MEETING.
3. PRIOR TO COMMENCEMENT OF THE WORKS, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION:
a. SOURCE OF QUARRY MATERIAL.
b. N.A.T.A. APPROVED TESTS RESULTS FOR THE F.C.R. THAT IS TO BE USED.
c. IF THE SOURCE OF THE QUARRY MATERIAL IS CHANGED DURING THE COURSE OF THE WORKS, THEN NEW TEST
RESULTS SHALL BE PROVIDED.
4. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST ENSURE THAT ALL MATTERS RELATING TO
THE OCCUPATIONAL HEALTH AND SAFETY ACT 2004 AND O.H.S. REGULATIONS 2007 HAVE BEEN AND WILL BE
COMPLIED WITH.
5. ON COMMENCEMENT OF CONSTRUCTION WORKS, THE CONTRACTOR MUST COMPLY WITH THE RECOMMENDATIONS OF
THE ENVIRONMENT PROTECTION AUTHORITY PUBLICATION "CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION
CONTROL." APPROPRIATE SILTATION CONTROL IS TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND
MAINTENANCE PERIOD OF THE WORKS.
6. THE DISPOSAL SITE FOR SPOIL REMOVAL FROM SITE AND TRUCK ROUTE IS TO BE SUBMITTED TO AND APPROVED BY
THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE IN WRITING PRIOR TO THE COMMENCEMENT OF ANY
WORKS.
7. WHERE WORKS ARE IN THE VICINITY OF EXISTING SERVICES, THESE SERVICES ARE TO BE LOCATED AND
EXPOSED/PROVED PRIOR TO COMMENCEMENT OF WORKS, AND THE RELEVANT AUTHORITIES NOTIFIED SEVEN (7)
CLEAR DAYS PRIOR TO THE COMMENCEMENT OF THE WORKS.
8. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
9. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (A.H.D.).
10.
11. THE CONTRACTOR MUST ARRANGE THE REQUISITE INSPECTIONS OF THE WORKS WITH THE CHIEF EXECUTIVE OFFICER
AND/OR THEIR REPRESENTATIVE AS PER THE HOLD POINTS IN THE V.P.A. MANUAL AND HUME CITY COUNCIL
SPECIFICATIONS.
12. FILL AREAS TO BE STRIPPED OF TOPSOIL, FILLED AND TOPSOIL REPLACED TO OBTAIN FINAL FILL LEVELS AS SHOWN
ON PLAN. FILLING IS TO BE CLEAN CLAY COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY
DENSITY VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.1.1-2003.
13. FILLING TO COMPLY WITH A.S.3798-2007, LEVEL 1 UNLESS SPECIFIED OTHERWISE.
14. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL IMPORTED FILL MATERIAL, INCLUDING TOPSOIL,
SATISFIES THE DESCRIPTION FOR CLEAN FILL MATERIAL IN EPA BULLETIN PUBLICATION NO 448 (SEPT '95) AND
SUBSEQUENT REVISIONS. THE CONTRACTOR SHALL IF REQUIRED PROVIDE VERIFICATION INCLUDING TEST
CERTIFICATES TO THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
15. WHERE, AS A CONDITION OF THE PLANNING PERMIT OR AS A RESULT OF THE PRE-CONSTRUCTION MEETING, FENCING
OF AREAS CONTAINING TREES, NATIVE GRASSES AND SHRUBS IS REQUIRED, A THREE STRAND STAR PICKET AND
WIRE FENCE SHALL BE CONSTRUCTED.
16. NO TREE OR NATIVE VEGETATION IS TO BE DISTURBED OR REMOVED WITHOUT PRIOR APPROVAL FROM COUNCILS
SUSTAINABLE ENVIRONMENT DEPARTMENT. ANY TREES REMOVED, VEGETATION OR OTHER MATERIALS ARE NOT TO
BE BURNT ON SITE.
17. BEFORE COMMENCING WORK ON TRENCHES IN EXCESS OF 1.5m DEEP, NOTICE OF SUCH PROPOSAL IS TO BE
FORWARDED BY THE CONTRACTOR TO WORKSAFE VICTORIA.
18. THE CONTRACTOR IS TO OBTAIN A BUILDING PERMIT FOR ANY STRUCTURES / FENCES AND FOR ANY RETAINING
WALLS OVER 1.0m IN HEIGHT.
19. ANY INFRASTRUCTURE DAMAGE DURING THE DEFECTS LIABILITY PERIOD IS THE RESPONSIBILITY OF THE DEVELOPER
OR HIS REPRESENTATIVE AND IS TO BE REINSTATED TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER OR HIS
REPRESENTATIVE.
20. PRIOR TO STATEMENT OF COMPLIANCE ALL DISTURBED AREAS (INCLUDING NATURE STRIPS, BATTERS, ALLOTMENTS
WITH GRADES OF 1:5 AND GREATER, AND RESERVES) ARE TO BE REINSTATED TO A CLEAN, TIDY CONDITION, TOP
DRESSED (100MM LOAMY TOP SOIL FREE OF RUBBISH, DEBRIS, CLUMPS, SODS AND CLAY LUMPS), LIGHTLY
COMPACTED AND HYDRO MULCHED.
HYDROMULCH AND SEED MIX TO BE:
· 40KG/HA KIKUYU
· 200KG/HA TURF TYPE PERENNIAL RYE
· 100KG/HA CREEPING RED FESCUE
· 1,500KG/HA OF CELLULOSE FIBRE
· SOIL BINDER, SPECIFICALLY MANUFACTURED FOR HYDROMULCHING, USED AT MANUFACTURERS RECOMMENDED
RATES. (E.G. ORGANIC GAUR TACKIFIERS @ 20 - 30 KG/HA, BASED ON, SITE CONDITIONS).
NOTE: BITUMEN BINDERS ARE NOT ACCEPTED BY COUNCIL. GRASS IS TO BE ESTABLISHED PRIOR TO THE END OF THE
MAINTENANCE PERIOD, UNLESS OTHERWISE AGREED IN WRITING.
21. FOOTPATHS ARE TO BE 50mm OFFSET FROM TITLE BOUNDARIES UNLESS NOTED OTHERWISE. VEHICLE CROSSING
ALIGNMENTS ARE GENERALLY TO BE PARALLEL TO THE SIDE BOUNDARY.
22. ALL NEW CONCRETE WORKS SHALL BE JOINED INTO ABUTTING EXISTING CONCRETE WITH 450mm LONG Y20 DOWEL
BARS @ 600 CENTRES, UNLESS OTHERWISE SPECIFIED.
23. ANY EXPOSED AGGREGATE CONCRETE WORKS TO BE ACHIEVED BY SAND-BLASTING ONLY. WASHING AGGREGATE
OFF WITH WATER IS NOT PERMITTED.
24. ALL SERVICE CONDUITS TRENCHES UNDER ROAD PAVEMENTS ARE TO BE BACKFILLED WITH 20mm 3% CEMENT
TREATED CLASS 3 CRUSHED ROCK COMPACTED TO A DENSITY NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY
VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE WITH A.S.1289.5.2.1-2003. ALL SERVICE
CONDUITS TRENCHES UNDER FOOTPATH, VEHICULAR CROSSINGS, PARKING BAYS AND WITHIN 750MM OF PARKING
BAYS TO BE BACKFILLED WITH CLASS 3 CRUSHED ROCK.
25. ALL STORMWATER DRAINS ARE TO BE CLASS 2 R.C. OR RIGID F.R.C PIPES WITH ADCOL FLEXIBLE COLLARS UNLESS
NOTED OTHERWISE. ALL PIPES UP TO AND INCLUDING 750mm DIAMETER ARE TO BE RUBBER RING JOINTED.
INTERLOCKING / FLUSH JOINTS WITH EXTERNAL BANDS CAN ONLY BE USED ON PIPE SIZES OVER 750mm DIAMETER.
26. WHERE NEW ASPHALT, CONCRETE KERB & CHANNEL, PATHS AND DRIVEWAYS MATCH INTO EXISTING, THE EXISTING
SURFACE IS TO BE SAW CUT AND MATCHED NEATLY.
27. ALL REDUNDANT ASSETS ARE TO BE REMOVED AND DISPOSED OFF SITE.
28. ALL TREES AND SHRUBS ARE TO BE RETAINED UNLESS OTHERWISE SHOWN OR DIRECTED BY THE CHIEF EXECUTIVE
OFFICER AND/OR THEIR REPRESENTATIVE.
29. AT THE COMPLETION OF ALL WORKS, ALL RUBBISH, DEBRIS AND SURPLUS SPOIL SHALL BE REMOVED AND THE SITE
SHALL BE CLEARED TO THE SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
30. ALL DRAINS BEHIND KERB AND CHANNEL SHALL BE BACKFILLED TO MATCH PAVEMENT SUBGRADE LEVEL WITH 20mm
CLASS 3 F.C.R. COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED
COMPACTION TEST IN ACCORDANCE WITH A.S. 1289.5.2.1-2003. ALL DRAINS, SEWERS, GAS & WATER MAINS LAID
THROUGH THE ROAD PAVEMENT (EXCEPT CONDUITS) ARE TO BE BACKFILLED WITH 20mm CLASS 2 FCR COMPACTED
TO 98% OF THE MAXIMUM DRY DENSITY VALUE DETERMINED BY THE MODIFIED COMPACTION TEST IN ACCORDANCE
WITH A.S.1289.5.2.1-2003.
31. PAVEMENT DEPTH SPECIFIED IS A MINIMUM DEPTH AND MAY BE VARIED BY THE CHIEF EXECUTIVE OFFICER AND/OR
THEIR REPRESENTATIVE. SOFT SPOTS SHALL BE EXCAVATED TO A PROOF ROLLED BASE AND BACKFILLED WITH
APPROVED MATERIAL COMPACTED IN 150mm LAYERS TO ACHIEVE TO A DENSITY NOT LESS THAN 95% OF THE
MAXIMUM DRY DENSITY VALUE DETERMINED BY THE STANDARD COMPACTION TEST IN ACCORDANCE WITH
A.S.1289.5.1.1-2003.
HUME CITY COUNCIL GENERAL NOTES:
ALL COORDINATES ARE TO MAP GRID OF AUSTRALIA 2020 (GDA 2020).
32. ALL EXISTING ASSETS AFFECTED BY THE WORKS; E.G. SIGNS, VEHICLE CROSSINGS, FOOTPATHS, KERB AND
LINEMARKING SHALL BE REINSTATED BY THE CONTRACTOR PRIOR TO THE COMPLETION OF THE WORKS TO THE
SATISFACTION OF THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
33. ALL FIRE HYDRANTS ARE TO BE MARKED IN ACCORDANCE WITH "IDENTIFICATION OF STREET HYDRANTS FOR
FIREFIGHTING PURPOSES" PUBLICATION (DEVELOPED BY C.F.A, M.F.E.S.B & N.R.E). MARKINGS TO BE VIA BLUE
PAVEMENT MARKER AND A (RED TOPPED) WHITE POST.
34. AGRICULTURAL DRAINS ARE TO BE PLACED BEHIND ALL KERB AND CHANNEL, KERB ONLY AND EDGE STRIPS IN
ACCORDANCE WITH COUNCIL STANDARD DRAWING SD282.
35. ALL TABLE DRAINS AND VERGES ARE TO BE REINSTATED UPON COMPLETION OF WORKS TO THE SATISFACTION OF
THE CHIEF EXECUTIVE OFFICER AND/OR THEIR REPRESENTATIVE.
36. ALL TRAFFIC CONTROL MEASURES, SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH A.S.1742 - 1, 2 & 3.
STREET NAME SIGNS ARE TO BE IN ACCORDANCE WITH COUNCIL STANDARD DRAWING SD408.
37. ALL LINEMARKING PAINT SHALL BE LONG LIFE TYPE IN ACCORDANCE WITH SECTION 95C OF THE HUME CITY COUNCIL
SPECIFICATIONS. LATERAL WORKS AND ARROWS BEING COLD APPLIED PLASTIC TROWELLED INTO PLACE (MATERIAL
DEGADUR PLASTELINE) AND LONGITUDINAL LINES BEING EXTRUDED THERMOPLASTIC MATERIAL.
38. ALL SIGNS TO BE CLASS 1 HIGH INTENSITY TYPE AND TO COMPLY WITH THE REQUIREMENTS OF A.S.1743 -2001.
39. HOUSE DRAIN CONNECTIONS TO 150mm DIAMETER PIPES TO BE VIA A MANUFACTURED JUNCTION PIECE. 150mm
DIAMETER STORMWATER PIPES ARE TO BE HEAVY DUTY SEWER GRADE. PVC PIPES SHALL BE BACKFILLED WITH
10mm MINUS F.C.R. TO 150mm ABOVE TOP OF PIPE IN ALL LOCATIONS.
40.
PROPERTY INLETS 1.0m FROM THE LOW CORNER OF THE LOT UNLESS OTHERWISE SHOWN.
41. BLASTING GENERALLY IS NOT ENCOURAGED, HOWEVER BLASTING MAY BE REQUIRED AS A LAST RESORT DEPENDING
ON GROUND CONDITIONS. COUNCIL IS TO BE NOTIFIED IN WRITING IF ANY BLASTING IS NECESSARY. RESIDENTS
LIKELY TO BE AFFECTED BY THE BLASTING AND ALL SERVICE AUTHORITIES SHALL BE NOTIFIED IN WRITING PRIOR TO
WORKS COMMENCING. COPIES OF THESE NOTIFICATIONS ARE TO BE SUBMITTED TO COUNCIL.
RESIDENT NOTIFICATION LETTER IS TO INCLUDE BLASTING GUIDELINES, FIRING AND MISFIRE PROCEDURES AND
CONTRACTOR AND CONSULTANT CONTACT NAMES AND PHONE NUMBERS.
ALL BLASTING IS TO BE WITHIN THE LIMITS FOR AIR AND GROUND VIBRATION LEVELS AS SET DOWN IN
A.S.2187.2-1993.
ALL BLASTS SHALL BE MONITORED FOR AIR AND NOISE VIBRATION AT POTENTIALLY AFFECTED RESIDENCES. "FORM
A" FROM A.S. 2187.2-1993, AND WAVE TRACE COPIES ARE TO BE SUBMITTED TO COUNCIL FOR EACH BLAST.
BLASTING IS TO BE RESTRICTED TO BETWEEN 9:00am AND 3:30pm.
BLASTING IS NOT TO OCCUR ON WEEKENDS OR PUBLIC HOLIDAYS.
BLASTING AREA SIGNS ARE TO BE PLACED AT ALL ENTRANCES TO THE SITE.
42. ALL EXISTING SURFACE LEVELS SHOWN ON THE ENGINEERING DRAWINGS HAVE BEEN INTERPOLATED FROM A DIGITAL
TERRAIN MODEL. THESE LEVELS HAVE BEEN USED AS THE BASIS FOR ALL ENGINEERING DESIGN AND DETERMINATION
OF QUANTITIES AND ARE ACCURATE TO WITHIN ±0.05m.
43. ANY EXISTING SERVICES SHOWN ON THESE DRAWINGS ARE OFFERED AS A GUIDE ONLY AND ARE NOT GUARANTEED
AS CORRECT.
44. WHERE REQUIRED ANY BUILDINGS, TROUGHS, FENCES AND OTHER STRUCTURES ON SITE ARE TO BE REMOVED AS
DIRECTED BY THE ENGINEER. THE COST OF REMOVAL IS TO BE INCLUDED IN THE OVERALL EARTHWORKS FIGURE
UNLESS A SPECIFIC ITEM FOR REMOVAL IS DENOTED IN THE SCHEDULE.
45. ALL FILLING ON LOTS AND WITHIN ROAD RESERVES GREATER THAN 200mm IS TO BE UNDERTAKEN USING LEVEL 1
SUPERVISION AND BE COMPLETED IN ACCORDANCE WITH A.S.3798-2007. FILLING MATERIAL IS TO BE IN ACCORDANCE
WITH THE SPECIFICATION, A.S.3798-2007 & TO THE SATISFACTION OF COUNCIL AND THE SUPERINTENDENT.
46.
47. NO FILL OR STOCKPILING OF MATERIAL IS TO BE PLACED ON ANY RESERVE FOR PUBLIC OPEN SPACE UNLESS
OTHERWISE DIRECTED OR APPROVED BY THE SUPERINTENDENT.
48. T.B.M.'S TO BE RE-ESTABLISHED BY THE LICENSED SURVEYOR IF FOUND TO BE MISSING AT THE COMMENCEMENT OF
CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR CARE AND MAINTENANCE OF T.B.M.'S THEREAFTER.
WHERE REQUIRED, ALL EXISTING DAMS, DEPRESSIONS AND DRAINS ARE TO BE BREACHED, DRAINED, DE-SLUDGED
AND SHALL BE EXCAVATED TO A CLEAN FIRM BASE. THE SURFACE SHALL BE INSPECTED, APPROVED AND
LEVELLED BY THE ENGINEER PRIOR TO COMMENCEMENT OF FILLING. THE FILL SHALL BE APPROVED SELECTED ON SITE
MATERIAL OR APPROVED IMPORTED MATERIAL. THE FILL SHALL BE PLACED UNDER CONTROLLED MOISTURE
CONDITIONS IN ACCORDANCE WITH THE SPECIFICATION.
GAS AND WATER CONDUITS SIZES ARE AS FOLLOWS:
Ø50mm CLASS 12 P.V.C. - SINGLE SERVICE
Ø100mm CLASS 12 P.V.C. - DUAL SERVICE (DRINKING AND NON DRINKING WATER)
WITH THE FOLLOWING MINIMUM COVER TO FINISHED SURFACE LEVELS:
ROAD PAVEMENT - 0.80m
VERGE & FOOTPATHS - 0.45m
WHERE CURVED PIPE ALIGNMENTS ARE SHOWN ON THE FACE PLANS THEY ARE TO BE LAID PARALLEL TO THE BACK
OF KERB, EXCEPT WHERE A RADIUS HAS BEEN SPECIFICALLY NOMINATED. CURVED PIPES ARE TO BE APPROVED BY
COUNCIL AND IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
ALL WORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS2124-1992 GENERAL CONDITIONS OF CONTRACT.
WHERE PAVEMENT IS CONSTRUCTED ON FILLING, FILL MATERIAL IS TO BE APPROVED BY THE SUPERINTENDENT AND
COUNCIL. FILLING TO BE CONSTRUCTED IN LAYERS 150mm THICK WITH COMPACTION ACHIEVING 95% AUSTRALIAN
STANDARD DENSITY.
WHEN PAVEMENT EXCAVATION IS IN ROCK, ALL LOOSE MATERIAL (INCLUDING ROCKS AND CLAY) MUST BE REMOVED.
THE SUB-GRADE MUST THEN BE REGULATED WITH COUNCIL APPROVED MATERIAL.
ALL TEMPORARY WARNING SIGNS USED DURING CONSTRUCTION SHALL BE SUPPLIED AND MAINTAINED IN
ACCORDANCE WITH A.S.1742-3.
SPIIRE GENERAL NOTES:
CONTRACTOR TO ENSURE SEWER MANHOLE COVERS ARE WHOLLY LOCATED IN PROPOSED FOOTPATHS.
49.
50.
51.
52.
53.
54.
55.
56.
100mm HOUSE DRAIN CONNECTIONS TO BE LAID AT AN OFFSET OF 5.5m FROM THE LOW SIDE TITLE BOUNDARY AND
ALL BATTERS SHALL BE 1 IN 5, UNLESS OTHERWISE SHOWN.
305914-SK01
DRAWING DESCRIPTION SHEET No. REVISION
DRAWING SCHEDULE
1 B
2
FACE SHEET305914-SK01
305914-SK02 B
FACE SHEET
2305914-SK02 B
FINISHED LEVEL PLAN SHEET 1
FINISHED LEVEL PLAN SHEET 2
REDSTONE ESTATE STAGE 3
2
0
5.
5
5
20
5
.32
20
5
.40
205.61
2
05.26
20
5
.32
2
05.42
205.
5
5
20
5
.
5
7
2
05
.
66
2
05
.
8
1
2
05
.
4
7
20
5
.
9
6
2
05.
8
9
206.13
2
0
6
.
3
2
2
05
.
6
4
20
5
.
7
5
205.8
0
205.9
8
2
05
.
9
1
206
.
0
0
2
0
6
.
1
0
2
05
.
7
9
2
0
6
.
52
2
0
5
.
97
2
0
6
.
02
2
0
6
.
0
4
206.
2
2
206.
8
8
2
06
.
8
8
SV
SV
2
0
6
.
76
2
0
5
.
6
8
2
0
6
.
07
2
0
5.63
20
6
.7
2
ES
EP
2
0
6.
6
2
205.
6
6
205.97
SV
206.9
7
206.4
7
20
5
.
4
8
2
05
.
8
5
2
05
.
5
8
2
05
.
5
9
20
6
.
1
9
2
05
.
66
2
05
.
69
206
.
37
206.
2
9
2
0
6.22
206.43
2
0
6.60
206.63
2
0
6.51
TP
SV
SV
SV
20
6
.25
20
6
.
0
8
2
06
.
0
8
206.01
2
0
5.99
20
5
.
7
7
20
5
.
7
5
205.6
3
2
05.2
620
5
.
4
6 2
0
5.45
205.5
4
2
0
5.
4
8
2
0
5.56
2
05
.
27
206.01
2
0
5.
9
5205
.
95
20
6
.02
206.4
6
EP
20
5
.42
205.
1
2
20
5
.51
205.42
2
06.0
6
20
5
.
5
7
2
05.37
20
5
.47
20
5
.57
2
0
6.91
2
06
.
80
2
07.1
7
2
0
7
.
2
2
2
0
7
.
30
20
7
.
0
2
20
6
.99
207.
2
1
20
7
.47
207
.
5
5
2
0
7
.
4
6
20
7
.
6
7
2
08
.
04
208.01
20
7
.
8
6
2
0
8.
60
20
8
.3
5
BUILDING
GALVANISED
BUILDING
GALVANISED
BUILDING
GALVANISED
BRICK BUILDING
VERANDAH
NOT FENCED
2
05.9
5
GRAVEL DRIVE
WAY
CONCRETE
POST AND
WIRE FENCE
POST AND WIRE FENCE
EDGE OF BITUMEN
EDGE OF BITUMEN
IL 205.43
DIA 300
IL 205.24
DIA 300
WIRE MESH FENCE
POST AND WIRE FENCE
CONCRETE
2
06
.
0
5
2
0
5
.
99
205.
9
0
2
0
5.
7
7
2
0
5.50
2
0
5
.50
2
05.41
SUNBU
RY R
OA
D
Photo 24
Photo 25
Photo 26
Photo 27
Photo 28
Photo 29
Photo 30
Photo 31
Photo 32
311°46'40"
140.42
205.98
2
0
5
.
70
RL 205.98
(STEEL, BLUE
WRAPPED)
TOP OF PIPE
RL 205.70
(STEEL, GREEN
WRAPPED)
TOP OF PIPE
DERIVED FROM MOCS
WATER MAIN (AC)
PHOTO 41
PHOTO 42
(DIA
M 450mm VIDE
WESTERN
WATER RECORDS)
APPROX PIPE ALIGN
MENT
(DIA
M 375mm VIDE
WESTERN
WATER RECORDS)
APPROX PIPE ALIGN
MENT
(DIA
M 150mm VIDE
WESTERN
WATER RECORDS)
APPROX PIPE ALIGN
MENT
(DIA
M 150mm VIDE
WESTERN
WATER RECORDS)
APPROX PIPE ALIGN
MENT
2
08
.
6
3
2
0
8
.65
2
08
.
7
7
20
8
.
88
21
0
.68
2
10.
8
9
2
1
1
.07
2
1
0
.73
208
.
06
2
0
8.
1
2
2
0
8.
1
5
2
08.10
2
08.02
2
0
7.
9
7
2
0
7
.9
6
2
0
8.
0
3
2
08
.
0
4
207.
7
6
2
07.99
20
7
.
7
9
2
0
7
.
63
20
7
.54
20
7
.
8
0
208.2
4
20
8
.26
2
0
8
.
27
2
0
8
.2
6
2
0
8.
2
3
2
08
.
142
08.24
2
0
8.
2
5
2
08
.
27
20
8
.
4
2
2
0
8
.4
5
2
08
.
49
20
7
.7
3
2
0
7
.
73
20
7
.74
2
0
7
.7
2
2
0
7.60
2
0
7.60
207.54
2
0
7.
7
5
2
07
.
5
4
207.58
2
07
.
6
1
20
7.
7
5
2
07
.
7
5
2
07
.
4
4
2
0
7
.4
0
206
.
9
4
20
6
.9
8
20
7
.
5
0
20
7
.
5
9
20
7.
5
8
2
08
.
14
2
08.
0
6
20
8.
17
2
08.
2
6
2
08
.
36
2
0
7
.
75
207
.88
2
07
.
8
7207
.
8
8
2
0
7
.
87
20
7
.
7
7
2
07
.
852
0
7
.
80
2
0
7
.
80
2
07.74
2
0
8
.3
8
2
08
.
30
2
0
8.
28
20
8
.43
2
08
.4
6
20
8
.
4
6
20
8.4
1
2
0
8.
2
9
20
8
.
34
2
0
8.
3
7
2
0
8.
0
2
2
0
8
.
10
2
0
8.
18
2
0
8.
30
208.
0
5 20
7
.8
0
2
07
.
7
8
2
07
.
4
6
2
07
.
4
62
07.46
2
0
7.
4
5
EP
20
7
.
1
8
2
0
7
.19
20
7
.08
20
7
.7
2
20
7
.6
6 2
0
7.
5
3
20
8.
4
2
2
08
.
4
7
2
08
.4
8
2
08
.5
6
2
0
8
.
5
5
2
0
8
.
5
5
20
8
.
51
2
08
.
40
20
8.
42
2
08
.5
7
2
08
.4
7
2
0
8.
8
9
2
0
8.
9
7
20
8.
92
20
8
.2
9
2
08
.6
9
20
8.
64
2
08
.
63
2
08
.
6
8
2
0
8.7
1
2
0
8.
81
20
9
.5
4
2
10
.
6
9
2
1
1
.15
2
06
.
25
20
7
.44
2
0
6
.92
2
0
6
.
96
2
07
.
0
3
208
.
71
2
08
.
81
2
0
8
.7
0
2
0
8
.8
2
2
08
.
7
9
2
08
.6
6
2
0
8
.6
5
20
8.
4
8
2
0
8
.
41
2
0
8
.
22
2
0
7.98
208.15
2
0
8
.1
4
20
8
.6
0
20
8.
5
7
2
0
8.
65
208
.
5
2
2
0
8.
6
4
20
8
.87
2
08
.
95
2
0
9.
0
3
2
0
9.
6
2
2
10
.
0
2
21
0
.
4
2
2
1
0.7
6
2
11.36
2
1
1
.
8
7
212
.
33
20
6
.
4
8
2
0
6
.
60
2
0
6.77
2
0
6.71
206
.
96
2
0
7.11
EP
2
0
7.
3
2
20
7
.
4
4
2
0
7
.
53
207.09
20
6
.94
20
6
.66
CONCRETE SLAB
RE
MAINS OF
BUILDING
GALVANISED
BUILDING
GALVANISED
CONCRETE SLAB
RE
MAINS OF
BUILDING
GALVANISED
BUILDING
GALVANISED
CONCRETE SLAB
RE
MAINS OF
WIRE MESH FENCE
WIRE MESH FENCE
WIRE
MESH FENCE
WIRE MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WI
RE
MES
H FE
NCE
POST
& R
AIL FE
NCE
POST
& R
AIL FE
NCE
POST
& RAIL FENCE
POST
& R
AIL FE
NCE
(I
NTER
NAL FE
NCI
NG
NOT S
HO
WN)
ST
OC
K
YAR
DS
(I
NTER
NAL FE
NCI
NG
NOT S
HO
WN)
ST
OC
K
YAR
DS
TANK
STAND
TANK
MILL
WIND
GALV IRON FENCE
POST AND WIRE FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
POST & RAIL FENCE
(INTERNAL FENCING NOT SHOWN)
STOCK YARDS
TANK BASE
CONCRETE
BUILDING
WEATHER BOARD
BITUMEN
DRIVEWAY
POST AND
WIRE FENCE
BUILDING
WEATHER BOARD
SINGLE STOREY
BLUESTONE BUILDING
SINGLE STOREY
2
08
.
14
B
L*
9
11
2
0
7.
9
9
B
L
*
9
14
311°46'40"
140.42
40°19'20"
242.67
DRIP LINE
DRIP LINE
CYPRESS HEDGE
TOP OF BANK
TOE OF BANK
LINE MARKING
LINE MARKING
LINE MARKING
CHANGE OF GRADE
CHANGE OF GRADE
TOP OF BANK
TOE OF BANK
208.73
208.47
208.26 207.67
208.02 207.48
207.83
207.66
207.31
207.4
8
207.03
207.29
207.68
210.68
210.75
210.10211.14
210.83
210.53
210.21
209.84
209.49
209.20
208.49
208.84
209.08
209.35
209.71
209.83
209.84
209.48
209.31
209.16
209.02
208.84
208.58
208.51
208.38207.88
207.85
207.69
207.61
207.80
207.88
208.03
208.20
208.86
209.2
7
209.04
208.83
208.66
208.64
208.49
208.48
208.34
208.33
208.22
208.21
208.17
208.10
208.05208.03
208.4
2
3m D&SE
3m D&SE
3m D
&SE
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
3m D&SE
H
3m D&SE
H
2.5
m S
E
2.5m SE
2.5m SE
2.5m SE
2.5
m S
E2.5
m S
E
2.5m SE
2m D
E2
m D
E2
m D
E
201
202
203
204
205
206
207208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
2m D
E
2m DE
2m D
E
3m D
&SE
3m D
&SE
LO
RY
CIR
CUIT
FLYCATCHER WAY
LO
RY
CIR
CUIT
209.4
1
209.31
209.32
209.39
210.4
3
210.77
210.50
211.50 210.78
211.86 211.09
212.25 211.46
212.65 211.81
212.93 212.08
213.29 212.35
213.60 212.57
213.86 212.83
214.15 213.16212.63
212.19
211.5
6
211.14
210.75
211.84 210.83
210.49211.47
211.06 210.17
209.80210.70
210.36 209.49
209.20
210.00
209.58
209.20
208.78
208.4
9208.09
208.08
208.13
208.4
6
208.69
208.92
209.08
207.68
207.54
207.52 207.37 207.16
207.18
207.25207.69
207.85
208.03
208.38
D&
SE
D&
SE
3m
D&
SE
3m
3m D&SE
HH
HHHH
H
H
H
H
H
H
H
H
H
H
H
H
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
SUNBURY ROAD
FUTURE DRAINAGE OUTFALL
DRAWINGSON WETLAND LANDSCAPE LOCATION TO BE CONFIRMED
308
309
310
307
332
336
333
334
335
337
331
338339
312
316
313
311
314
315
318
317
319
304
305
306
329
330
328
207.88
207.40
207.38
208.05
Ch21.28
Ch35.28
FS207.40
Ch49.28
H
H5.00
GW
GW
GW
301
302
303
FS212.53
FS212.29
FS212.02
FS211.73
FS211.47
FS211.19
FS210.90
FS210.61
FS210.30
FS209.23
FS209.13
FS209.13
FS209.27
FS212.78
FS212.31
FS212.00
FS211.63
FS211.26
FS210.89
FS210.55
FS210.09
FS208.4
2FS207.80
FS207.64
FS207.77
FS208.13
FS208.50
FS208.89
FS209.20
FS208.39
FS208.11
FS207.80
FS207.60
FS207.38
FS207.37 FS207.42
FS207.33
FS207.33
FS207.86
FS207.96
FS207.47
T212.89
T212.61
T212.41
T212.15
T211.85
T211.50
T211.12
T210.80
T210.51
T209.4
5
T209.35
T209.36T209.4
2
T212.60
T212.16
T211.81
T211.44
T211.02
T210.67
T210.34
T209.9
9T209.07
T208.92
T208.72
T208.53
T208.18
T208.10
T208.10
T208.4
9
T207.67
T207.55
T207.54
211.17
FS209.89210.13
T210.15
T213.22
H
PROPOSED WETLAND
FLYCATCHER WAY
FLYCATCHERWAY
FLYC
ATC
HER
WA
Y
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635Rev Amendments Approved Date
Date
any use or reliance by third party on the content of this document.
responsibility or liability whatsoever to any third party arising out of
retainer. Spiire Australia Pty Ltd does not and shall not assume any
benefit of and use by the client in accordance with the terms of the
This document is produced by Spiire Australia Pty Ltd solely for the
Spiire Australia Pty Ltd All Rights Reserved©
R. WEINBER
VILLAWOOD PROPERTIES
HUME CITY COUNCIL
REDSTONE ESTATE
PRELIMINARYA FIRST ISSUE M.L
M. LETSON
STAGE 3
31/03/2031/03/20
D.CAMERON
B
M.L 20/04/20B STAGE BOUNDARY AMENDED - ORIGIN CIRCUIT205.00
210.00
210.00
210.00
206.00
206.00
206.00
206.00
207.00
207.00
207.00
207.00
208.00
208.00
208.00
208.00
209.00
209.00
209.00
211.00
211.0
0
212.00
212.00
213.00
213.00
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
GDA2020
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
DATUM GDA2020
(SEE SHEET 3 FOR DETAILS)THRESHOLD TREATMENTEXPOSED AGGREGATE
PRELIMINARY ONLYLOT LEVELS ARE
NOT TO BE USED FOR CONSTRUCTION
STAGE 2EXISTING
STAGE 7FUTURE
305914-SK02
WARNINGBEWARE OF UNDERGROUND/OVERHEAD SERVICES
UNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
SHOULD BE GIVEN TO CONSTRUCTION PROCEDURES
SERVICES ARE SHOWN.SPECIAL CONSIDERATION
SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING
AND THEIR EXACT POSITION SHOULD BE PROVEN ON
THE LOCATION OF SERVICES ARE APPROXIMATE ONLY
FINISHED LEVEL PLAN - SHEET 1
FOR CONTINUATION REFER SHEET 3
210.68
210.89
211.07
210.73
212.70
213.09
213.31
213.02
215.38
215.18
215.28
215.63
209.19
212.09
212.29
212.15
211.88
209.54
209.02
209.03
210.69
211.15
211.84
212.01
211.21
212.04
213.01
213.01
212.99
216.48
216.60
216.60
216.55
216.79
217.01
216.81
217.10
216.21
216.43
212.95
214.11
213.38
215.23
215.69
217.02
217.62
218.42
219.06
220.00
217.08
216.46
211.21
209.20
BUILDING
GALVANISED
BUILDING
GALVANISED
BUILDING
GALVANISED
TANK TANK
POST AND
WIRE FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
WIRE
MESH FENCE
POST AND
WIRE FENCE
POST AND
WIRE FENCE
POST AND
WIRE FENCE
POST AND
WIRE FENCE
POST AND WIRE FENCE
POST AND WIRE FENCE
108
109
110
111
133
H
H
211.5
5LTP
214.68
LTP
208.85
209.25
209.25
209.72
209.70
210.24
210.16
209.96
209.3
0
209.23
H
2.5m
SE
210.16
210.62
209.96
212.03
211.6
6
211.0
5
210.78
210.24
209.45
209.11
208.77
211.4
7
211.15
210.79
210.26
209.79
209.32
208.99
208.73
208.47
208.26
208.02
211.3
6
210.68
210.75
210.10211.14
210.83209.83
210.33
209.84
209.48
208.86
209.2
7
209.04
208.83
208.66
208.4
2
210.23
3m D&SE
H
H
3m D&SE
H
H
H
H
H
2.5m
SE
HH H
3m D&SE
H
2.5m SE
2.5
m S
E
2.5m SE
2.5m SE
2.5m SE
2m D
E
201
202
214
215
216
217
218 227
228
229
230
231
232
233
234
235
236
242
243
241
240
238
237
239
H211.10
H H
H
3m D
&SE
H
2.5m SE
212.06
211.7
3
211.3
8
211.15
212.4
6 212.09
211.8
2
210.46
210.76
210.74
210.04
209.65
209.23
210.35
211.19
211.33
211.68
212.07
212.05
244
3m D
&SE
LORY CIRCUIT
LO
RY
212.35
213.60 212.57
213.86 212.83
214.15 213.16
214.4
3
213.89
213.53
213.38
215.05
214.13
214.66
214.20
213.54
213.10
213.54
212.9
8
212.45
212.38
212.4
7211.8
7
211.76
211.3
6
211.7
1
212.27
212.63
212.19
211.5
6
211.14
210.75
211.84 210.83
3m D&SE
3m
D&SE
3m
D&
SE
212.60
H
H
H
H
H
H
H
H
GWG
W
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
GW
STATION SITEELECTRICAL SUB
316
318
317
319
329
330
328
327
326
324
325
323
322
321
320
ORIGIN CIRCUIT
H
GW
GW
LO
RY
CIR
CUIT
FS212.35
FS212.11
FS212.08
FS212.67
FS211.3
3
FS211.61
FS211.9
9
FS212.72
FS213.15
FS212.79
FS212.33
FS212.16
FS213.37
FS213.08
FS212.79
FS212.53
FS212.29
FS212.02
FS211.6
7
FS212.11
FS212.56
FS212.88
FS212.78
FS212.31
FS212.00
T212.4
5
T212.4
4T211.8
6
T211.71
T213.02
T212.4
3
T214.14
T213.55
T213.14
T213.56
T213.4
3
T212.89
T212.61
T211.3
3
T211.6
9
T212.25
T212.55
T212.60
T212.16
T211.4
8
FS213.04
212.80
T212.76
FS212.73212.75
T212.69
FS213.08
213.4
1T213.4
7
213.54T213.59
FS213.9
4
213.87
T213.86
213.34
211.4
7
212.06
212.03
212.4
6
T213.22
FS214.9
6
FS216.01
FS216.34
FS216.34
FS216.27
FS216.58
FS216.33
FS216.35
FS216.69
FS216.33
FS214.4
5
ORIGIN
CIRCUIT
215.33
215.12
214.93
214.68
214.35
213.86
215.49
215.86
216.13
216.35
214.27
214.70
216.19
216.36
216.71
216.67
217.12
217.09
217.66
3m D&
SE
3m D
&SE
H
FS213.43
FS216.12
T214.25
T214.68
T215.40
T215.77
T216.08
T216.34
T217.26
T216.79
T216.79
FUTURE RESERVE
346
345
344
343
342
341
340
SPIN
EBILL
STR
EET
Drg No Rev
Designed Checked
Authorised
spiire.com.au ABN 55 050 029 635Rev Amendments Approved Date
Date
any use or reliance by third party on the content of this document.
responsibility or liability whatsoever to any third party arising out of
retainer. Spiire Australia Pty Ltd does not and shall not assume any
benefit of and use by the client in accordance with the terms of the
This document is produced by Spiire Australia Pty Ltd solely for the
Spiire Australia Pty Ltd All Rights Reserved©
R. WEINBER
VILLAWOOD PROPERTIES
HUME CITY COUNCIL
REDSTONE ESTATE
PRELIMINARYA FIRST ISSUE M.L
M. LETSON
STAGE 3
31/03/2031/03/20
D.CAMERON
B
M.L 20/04/20B STAGE BOUNDARY AMENDED - ORIGIN CIRCUIT
210.00
210.00
215.00
215.00
209.00
211.00
211.00
211.00
212.00
212.00
212.00
213.00
213.00
213.00
214.00
214.00
216.00
216.00
216.00
217.00
217.00
217.00
218.00
218.00
219.00
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
GDA2020
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
Vertical
Horizontal 0
0
5 10 15 20 25
5 10 15 20 25
1:500,A1
DATUM GDA2020
(SEE SHEET 3 FOR DETAILS)THRESHOLD TREATMENTEXPOSED AGGREGATE
PRELIMINARY ONLYLOT LEVELS ARE
NOT TO BE USED FOR CONSTRUCTION
WARNINGBEWARE OF UNDERGROUND/OVERHEAD SERVICES
UNDER OVERHEAD ELECTRICITY TRANSMISSION LINES.
SHOULD BE GIVEN TO CONSTRUCTION PROCEDURES
SERVICES ARE SHOWN.SPECIAL CONSIDERATION
SITE. NO GUARANTEE IS GIVEN THAT ALL EXISTING
AND THEIR EXACT POSITION SHOULD BE PROVEN ON
THE LOCATION OF SERVICES ARE APPROXIMATE ONLY
STAGE 2EXISTING
STAGE 7FUTURE
STAGE 6FUTURE
305914-SK03
FINISHED LEVEL PLAN - SHEET 2
FOR CONTINUATION REFER SHEET 2
