smiths lane, stage 3 · 2020. 11. 18. · b11. all concrete and construction material must comply...
TRANSCRIPT
SMIT
HS LA
NE
SITE OF WORKS
THOMPSONS ROAD
NOT TO SCALE N
SMITHS LANE, STAGE 3MIRVAC
CITY OF CASEY
SITE PLANNOT TO SCALE
MELWAY REF: TBC
Beveridge WilliamsScale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-001-COV.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 001 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380COVER SHEET
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB SHEET 002 UPDATED 30.04.20 CD DBC SHEET 010, 300, 301 & 350 UPDATED 08.10.20 LM DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
01 21
CONSTRUCTION NOTESSITE MANAGEMENTA1. Prior to commencement of works on site, the contractor must ensure that all matters relating to the Occupational Health & Safety
Act 2004, including all relevant regulations, have been addressed. In particular, the required notifications must be conveyed to theVictorian Workcover Authority - Health & Safety division with respect to trenching operations. Details of the contractorsoccupational health & safety procedures must be lodged with the superintendent prior to commencement of works.
A2. All native trees & shrubs to be retained unless road construction necessitates their removal or removal is directed by the engineer.A town planning permit is required for the removal of native trees & / or vegetation. The removal or retention of any existing treesmust be in accordance with the approved landscape plan, or else approval will be required from the City of Casey landscapeapprovals officer.
A3. Existing dam or watercourses to be excavated to a firm base & backfilled as specified. Consulting engineer to be notified when thedam or watercourses are excavated to a firm base. No filling is to be placed prior to dams being inspected & levels taken.Backfilling is to be carried out to the satisfaction of the Council supervising engineer.
A4. Prior to commencement of works, the contractor must submit a Site Management Plan (SMP) to the consultant for approval. Thecontractor must comply with the recommendations of the Environment Protection Authority publication No.275 "Constructiontechniques for sediment pollution control". Appropriate siltation control is to be maintained throughout the construction &maintenance period of the works.
A5. Provide temporary safety barrier fence (Farm Fence as per MW Std Dwg 7251/4/203) along extent of outfall drain where the drainis greater than 1.5m in depth & side slopes are steeper than 1 in 3. Safety fence to remain until permanent underground drainageis installed.
A6. Contractor to remove existing irrigation & drainage pipes & pits encountered on site. Trenches to be backfilled in accordance withnotes C2 & C3
A7. Fourteen days prior to the start of development, a site specific Environmental Management Plan (site EMP) must be submittedand approved by responsible authority. All works must be undertaken in accordance with the approved site EMP to the satisfactionof the responsible authority.
GENERALB1. All works to be carried out in accordance with AS2124-1992 general conditions of contract & the City of Casey current
specification & standard drawings & to the satisfaction of the City of Casey works supervisor.
B2. Council to be notified two (2) clear days prior to commencement of works.
B3. Before commencement of works on trenches in excess of 1.5m deep, the civil contractors construction supervisor must give noticein writing of such proposals to Worksafe Victoria in accordance with Part 5.1, Division 4 of the Occupational Health & Safetyregulations (2007) & undertake safety precautions in trenching operations in accordance with Workcover's code of practice (1988).
B4. Lots to be graded (1 in 150 min slope) & left clean to the satisfaction of the engineer. Finished levels to be compatible with lotsadjoining this stage.
B5. On completion the contractor is responsible for the removal of all rubbish & spoil from site. No surplus trees, vegetation or othermaterial is to be burnt on site.
B6. Reserves to be free draining & to be left in a condition satisfactory to the City of Casey works supervisor.
B7. Where works are in the vicinity of existing services these services are to be located & the various authorities notified prior to thecommencement of works.
B8. All TBM's & control points are to be maintained & protected at all times during construction. Should any marks be disturbed, thecontractor will immediately notify the consultant to arrange re-instatement at the contractors expense.
B9. Provide painted paling fence along any boundary common to lots & municipal reserves as per Council Std. Dwg. S-706. Palings tobe on the reserve side.
B10. Prior to works around overhead and underground electricity assets, A No Go Zones (NGZ) request must be made to the relativeauthority. The conditions of the assessment must be done to AusNet's satisfaction.
B11. All concrete and construction material must comply with AS 2159-2009 and AS 3600-2009
ROADWORKSC1. 100ø agricultural pipe drains (MPA standard drawing EDCM 202) to be placed behind all kerb & channel & buffer pitchers & where
directed by the engineer.
C2. Filling in all properties & road reserves is to be carried out using approved clay fill. Top soil & all vegetable matter to be strippedfrom site prior to filling. All filling to be carried out in accordance with AS3798-2007 and the geotechnical report conduct by Tonkin& Taylor, 1007259.1.R1. Level 1 inspection and testing to be carried out in accordance with AS3798-2007 Section 8.2. A fill reportmust be submitted to the Consultant, showing from a NATA registered soil testing laboratory.
C3. Importing Fill:- All imported fill must be tested by a NATA approved laboratory to ensure it is suitable for use on site, & anycontaminates are within accepted levels. Under no circumstances should fill material enter or leave the site without the permissionof the supervising engineer & Council works supervisor, prior to it being appropriately tested. All vehicles transporting fill materialto & from the site must have appropriate measures in place to ensure that material does not get onto roads & into stormwatersystems & natural waterways.
C4. Batters to be 1 in 5 for fill & 1 in 3 for cut unless noted otherwise.
C5. Cut batters are to be grassed & mulched with a mixture of chopped grass, straw & bitumen emulsion.
C6. Where cut batters exceed 700mm an additional 300mm berm shall be formed behind footpath.
C7. Access ramps are to be constructed where cut batters exceed 1.0m. They are to be graded 1 in 10 for the first 2.5m from the backof path & then at a maximum of 1 in 4 to natural surface.
C8. The water conduit offset from the lot boundary is given on the water reticulation plan. The contractor must construct conduits toaccord with the given offset & ensure that the concreter marks the kerb & footpath exactly above the conduit.
C9. Irrigation conduits are to be DN100 DWV PVC installed beneath the pavement and/or capping layer, if present. Locations are to bemarked using a green dot spray painted on the top of kerb.
C10. All footpaths are to be 125mm thick 25MPa concrete with SL72 mesh centrally located in accordance with the MPA standarddrawing EDCM 401.
C11. NBN Co to be notified seven (7) days prior to concrete works being placed.
C12. Electrical distribution pits within footpaths are to be a minimum of 300mm within the edge of the path. Concrete is to be placedaround distribution pits to a minimum depth of 200mm.
C13. All street signs to be constructed & erected to current City of Casey standards including logo. Court street names are to showcourt name only.
C14. Traffic control signs, markings & delineators to be installed in accordance with AS1742.2. All line marking is to be long life roadmarking, with longitudinal lines in thermoplastic & transverse markings in cold applied.
C15. Driveways to be constructed in accordance with the MPA standard drawings EDCM 501 & EDCM 502. Single driveways to be aminimum 3.5m wide & to be offset 0.75m from side boundary or easement unless otherwise shown.
C16. Kerb transition to take place in the minor street over a 2.0m length from either the tangent point or TP pit.
C17. Existing road works to be reconstructed as required to provide, without discontinuity, a connection in accordance with designlevels & grades.
C18. Provide 2.5m wide shared footpath through reserves as shown on a curvilinear alignment to the satisfaction of the engineer.
C19. Tactile ground surface indicators (TGSI) are to be installed at all pram crossings & pedestrian cross points in accordance withAS1428.4 : 2002 & MPA standard drawing EDCM 403.
DRAINAGED1. Drainage & pits to be set out from offsets shown rather than from centreline pipe chainages. Centreline of pits at TP's to be offset
1.00m.
D2. Terra Firma or fibreglass type pit lids are required for all drainage pits & all grates for pits are to be Class D, to comply with AS3996 unless otherwise shown. All drainage works are to be constructed
to council specifications.
D3. All pipes up to and including 750mm in diameter shall be rubber ring jointed (RRJ). Pipes above this size may be flush jointed withexternal sealing bands. For pipes greater than 900mm and changes in direction between 2 connecting pipes exceeding 10°construct segmented curves using splayed pipes with bandage joints, having deflections within the manufacturer's specification.
D4. All pipes to be Class '2' R.C. rubber ring joint unless noted otherwise. PVC pipes to be Class SH unless specified.
D5. Pipe trenches beneath the road pavement, footpath or within 150mm of the kerb & channel to be backfilled with 20mm Class 3FCR in 150mm layers.
D6. Property inlets to be constructed as per MPA standard drawing EDCM 701 ‒ EDCM 704.
D7. All proposed drainage stubs to be blanked off at end of pipe with timber planks to the satisfaction of the supervising engineer.
PAVEMENTE1. Modification of the pavement requires approval by the City of Casey works supervisor.
E2. Pavement composition to include recycled materials approved by City of Casey works supervisor.
DRAWING INDEXDRAWING No. TITLE REVISION
1101438-03-001 COVER SHEET X
1101438-03-002 PAVEMENT DETAILS AND GENERAL DETAILS X
1101438-03-003 TYPICAL CROSS SECTIONS AND GENERAL DETAILS X
1101438-03-010 LAYOUT PLAN X
1101438-03-100 ROAD LONGITUDINAL SECTIONS CARCOOLA RISE X
1101438-03-101 ROAD LONGITUDINAL SECTIONS FAVERO STREET X
1101438-03-102 ROAD LONGITUDINAL SECTIONS MEYER CRESCENT X
1101438-03-103 ROAD LONGITUDINAL SECTIONS OCONNOR AVENUE X
1101438-03-200 ROAD CROSS SECTIONS CARCOOLA RISE X
1101438-03-201 ROAD CROSS SECTIONS FAVERO STREET X
1101438-03-202 ROAD CROSS SECTIONS MEYER CRESCENT X
1101438-03-203 ROAD CROSS SECTIONS OCONNOR AVENUE (SHEET 1 OF 2) X
1101438-03-204 ROAD CROSS SECTIONS OCONNOR AVENUE (SHEET 2 OF 2) X
1101438-03-300 INTERSECTION DETAILS (SHEET 1 OF 2) X
1101438-03-301 INTERSECTION DETAILS (SHEET 2 OF 2) X
1101438-03-350 LINEMARKING & SIGNAGE PLAN X
1101438-03-400 DRAINAGE LONGITUDINAL SECTIONS (SHEET 1 OF 4) X
1101438-03-401 DRAINAGE LONGITUDINAL SECTIONS (SHEET 2 OF 4) X
1101438-03-402 DRAINAGE LONGITUDINAL SECTIONS (SHEET 3 OF 4) X
1101438-03-403 DRAINAGE LONGITUDINAL SECTIONS (SHEET 4 OF 4) AND PIT SCHEDULE X
1101438-03-404 PIT DETAILS X
A
A
START OF RAMP
0.20m
0.20m
0.50m
0.50m
0.20m
0.20m
1.00m
2.00
1.50
1.50
6.40
2m FLAT TOP SPEED HUMP DETAILNOT TO SCALE
5.800.3 0.3
0.075
SECTION B-BNOT TO SCALE
PAVEMENT AS SPECIFIED
LIP O
F KE
RB
BACK
OF
KERB
2.00 1.50SLOPE 1 IN 20 0.0
75
SECTION A-ANOT TO SCALE
SLOPE 1 IN 20
PAVEMENT AS SPECIFIED
B B S500 KERB AND CHANNELS500 KERB AND CHANNEL
BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE15 CHAMFER
LINE OF KERB
110 40
R25
600
190
110
40
600 WIDE BARRIER KERB (600 B2) DETAILSCALE 1:10
R15450
150 TO 300
LINE OF KERB
LIP OF KERB
150 M
IN
15 CHAMFER
EDGE STRIP DETAILSCALE 1:10
TYPE 1: CARCOOLA RISE, FAVERO STREET, & MEYER CRESCENTTOTAL MINIMUM DEPTH 350mm
DESIGN CBR = 4.5%
WEARING COURSE: 25mm DEPTH OF SIZE 10mm TYPE LClass 320 ASPHALT
BASE COURSE: 35mm DEPTH SIZE 10mm TYPE NClass 320 ASPHALT
BASE: 130mm DEPTH OF 20mmCLASS 2 CRUSHED ROCK
SUB BASE: 160mm DEPTH OF40mm CLASS 3 FCR
SUBGRADE STABILISATION IF CBR <4.5% (SILTYCLAY AND SANDY CLAY OF BAXTER FORMATION)(SILTY SAND AND SAND OF DUNE SAND)
EXISTING SUB GRADE
PRIMERSEAL
TYPE 2: OCONNOR AVENUETOTAL MINIMUM DEPTH 380mm
DESIGN CBR = 4.5%
INTERMEDIATE COURSE: 75mm DEPTH SIZE 20mmTYPE SI ASPHALT WITH CLASS 320 BINDER
SUBGRADE STABILISATION IF CBR <3% (SILTY CLAY ANDSANDY CLAY OF BAXTER FORMATION) (SILTY SAND ANDSAND OF DUNE SAND)
EXISTING SUB GRADE
PRIMERSEAL
BASE COURSE: 75mm DEPTH SIZE 20mm TYPE SIASPHALT WITH CLASS 320 BINDER
SUBBASE: 190mm DEPTH OF 40mm CLASS 3 CRUSHEDROCK COMPACTED TO DRY DENSITY
WEARING COURSE: 40mm DEPTH OF SIZE 10mm TYPE NASPHALT WITH CLASS 320 BINDER
NOT TO SCALETYPICAL FEATURE PAVEMENT DETAILS
FEATURE CONCRETE200mm DEPTH REINFORCED CONCRETE28 DAY COMPRESSIVE STRENGTH = 32MPa90 FLEXUAL STRENGTH = 4.5MPa
CONSTRUCTION JOINTS @ 8m CTSSAWN JOINT @ 4m CTS
CONCRETE WITH EXPOSED QUARTZ AGGREGATE
LOWER SUB BASE: 200mm DEPTH OF40mm CLASS 3 FCR
200mm DEPTH REINFORCED CONCRETEEXPOSED AGGREGATE WITHMEDIUM-LIGHT SANDBLAST FINISH. OFFWHITE CEMENT WITH 'ABILOX' ALMONDOXIDE AT 8.3%.
3 ROWS OF PORYPHORYSTONE 90x90x90 COBBLES
600mm B2 KERB600mm B2 KERB
NOT TO SCALETYPICAL FEATURE PAVEMENT DETAILS
150mm EDGE STRIP
150mm EDGE STRIP
150mm EDGE STRIP
90x90x90 PORPHYRY STONE 2020
150mm DEPTH REINFORCED CONCRETE28 DAY COMPRESSIVE STRENGTH = 32MPa90 FLEXUAL STRENGTH = 4.5MPa
TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATINGAPPLIED.
TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATING
APPLIED.
A
A
START OF RAMP0.20m
0.20m
0.50m
0.50m
0.20m
0.20m1.00m
4.00
1.50
1.50
6.40
4m FLAT TOP SPEED HUMP DETAILNOT TO SCALE
5.800.3 0.3
0.075
SECTION B-BNOT TO SCALE
PAVEMENT AS SPECIFIED
LIP O
F KE
RB
BACK
OF
KERB
4.001.50 1.50SLOPE 1 IN 20
0.075
SECTION A-ANOT TO SCALE
SLOPE 1 IN 20
PAVEMENT AS SPECIFIED
B BS500 KERB AND CHANNELS500 KERB AND CHANNEL
BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE
TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATINGAPPLIED.
TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATING
APPLIED.
1.50
ASPHALT WEARING COURSE
ASPHALT BASE
BASE COURSE
CRUSHED ROCK
SUBGRADE STABILISATIONOR IMPROVEMENT
300
25
100ø CLASS 400 PERVIOUS PIPE WITHSECOND STAGE GEOTEXTILE FILTER SOCK.TYPE A4, A5 OR A6 FILTER BACKFILL
100ø PVC CLASS 12 WATER CONDUIT &40ø PVC CLASS 12 GAS CONDUITS LAIDAT GRADE OF 1 in 100 FALLING TOWARDSLOW SIDE OF STREET.
TYPICAL ROAD PAVEMENT DETAILNOT TO SCALE
300
100
250 M
IN.
NOT TO SCALEBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-002-DET.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 002 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380PAVEMENT DETAILSAND GENERAL DETAILS
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TYPE 1 PAVEMENT UPDATED 30.04.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
02 21
150mm COMPACTED DEPTHCLASS 3 FCRTEMPORARY TURNING AREA,NOT TO BE CONSTRUCTEDWITHOUT SUPERINTENDENTAPPROVAL
S3
TEMPORARY TURN AREA DETAILNOT TO SCALE
CONSTRUCT 300mm x 200mmCONCRETE EDGE STRIP WITH100mm DIAMETER SLOTTED A6DRAIN UNDERNEATH
S4REFER TO SIGN SCHEDULE
D4-5
ROADCLOSEDG9-20
S3
S4
SIGN SCHEDULE
R=10.5m
R=10.5m R=10.5m
MIN
300m
m DE
EP
CUT OFF DRAIN TYPICAL SECTIONNOT TO SCALE
PROP
ERTY
BOU
NDAR
Y
5.0m
1 in 31 in 3
MOUND SPOIL ON LOW SIDE
SCALE 1:100
1 in 50
BEHIND KERB
2.25
2.703.20
NON DRINKING WATERDRINKING WATER
GAS
1 in 30 1 in 30
0.051.50
VERGE2.80
TRAFFIC LANE3.65
TRAFFIC LANE3.65
CARRIAGEWAY7.30FOOT
PATH
PROP
ERTY
B
OUND
ARY
BEHIND KERBDRAINAGEDRAINAGE
0.80SEWER
DESI
GN LI
NE
16.0m ROAD RESERVEFAVERO STREET, CARCOOLA RISE &MEYER CRESCENT (NORTH/SOUTH)
SCALE 1:100
MIN 1 in 30MAX 1 in 12
0.60600 B2
0.60600 B2
1 in 50
1 in 301 in 30
ROAD RESERVE20.00
VERGE3.50
TRAFFIC LANE3.50
TRAFFIC LANE3.50
VERGE3.451.50
0.05
CARRIAGEWAY11.20FOOT
PATH
PROP
ERTY
BOUN
DARY
DESI
GN LI
NE
20.0m ROAD RESERVEOCONNOR AVENUE
SCALE 1:100
MIN 1 in 30MAX 1 in 12
MIN 1 in 30MAX 1 in 12MAX 1 in 12
PARKINGBAY2.10
PARKINGBAY2.10
0.80SEWER
0.60600 B2
0.60600 B2
BEHIND KERBBEHIND KERBDRAINAGE DRAINAGE
BEHIND KERB
EXISTING WATERWAY CHANNEL50.00
ROAD
RES
ERVE
BOU
NDAR
Y
1 in 50
OPTIC FIBRE
ELECTRICITY
1.500.05
FOOTPATH
PROP
ERTY
BOUN
DARY
2.60
1.85
0.80 SEWER
MIN 1 in 30MAX 1 in 12
ROAD RESERVE16.00
VERGE2.50
1 in 50
BEHIND KERB
2.25
2.703.20
NON DRINKING WATERDRINKING WATER
GAS
1 in 301 in 30
0.051.50
VERGE2.80
TRAFFIC LANE3.65
TRAFFIC LANE3.65
CARRIAGEWAY7.30 FOOT
PATH
PROP
ERTY
B
OUND
ARY
MAX 1 in 12MIN 1 in 30
DRAINAGE
0.80 SEWER
16.0m ROAD RESERVEMEYER CRESCENT (EAST/WEST)
SCALE 1:100
DESI
GN LI
NE
ROAD RESERVE16.00
MIN 1 in 30MAX 1 in 12
VERGE4.05
BEHIND KERBDRAINAGE
0.60600 B2
0.60600 B2
SHARED PATH3.00
ROAD
RES
ERVE
BOU
NDAR
Y
ELECTRICAL RESERVE
OPTIC FIBRE
ELECTRICITY 2.60
1.85
1.95
2.403.12DRINKING WATER
GAS
NON DRINKING WATER
0.750
mCO
VER
OPTIC FIBRE
ELECTRICITY1.95
1.20
1.00m
TREN
CHDE
PTH
NOT TO SCALEBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-002-DET.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 003 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380TYPICAL CROSS SECTIONSAND GENERAL DETAILS
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
03 21
MINMIN
ISOLATION JOINT (IJ)
ISOLATION JOINT ALL AROUND
FILLER
100
R6
300
SEALANT
TYPICAL PIT JOINTING
BARS @ 200 CENTRES2 No.Y12x600 DEFORMED
RF82 FABRIC
1000 x 12mm dia.
WEAKENED PLANE JOINT (WJ)
TIE BARS AT 800mm CENTRES.GRADE 400Y DEFORMED
500OR INSERTSAW CUT
INDUCED CRACK
INDUCED CRACK
COMPOUNDBOND BREAKING
DOWEL CAP
SAW JOINT (SJ) AND CONTRACTION JOINT (CJ)
RF82 FABRIC
DOWELS AT 300mm CENTRES
DOWELED BUTT JOINT (DJ)TRANSVERSE CONSTRUCTION JOINT DETAIL
GRADE 250R STEEL450mm x 28mm dia.
R6
75
75R6
30025 140
FORMED GROOVEAND SEALANT
CONTRACTION JOINT
RF82 FABRIC5
R650
SAW JOINT
R6 50 R6 R6
AND SEALANTSEALANT RESERVOIR
75
200
200
PIT WALL
FORM GROVEAND SEALANT
DOWEL BAR WITH BOND BREAKING 450mmX28mm DIA. GRADE 250R STEEL
COMPOUND AT 300mm CENTRES
CONCRETE JOINTING DETAILS ISLAND INFILLNOT TO SCALE
CONCRETE JOINTING NOTES1. SAW JOINTS ARE TO BE PLACED AT A MAXIMUM 5m SPACING AT INTERSECTIONS AND
CONSTRUCTED 18-24 HOURS AFTER POURING.2. TRANSVERSE/CONTRACTION JOINTS ARE TO BE PLACED AT A MAXIMUM SPACING OF 15m.3. ISOLATION JOINTS ARE TO BE PLACED AROUND PITS4. ALL JOINTS SHALL BE LOCATED AND SPACED IN ACCORDANCE WITH "CEMENT AND CONCRETE
ASSOCIATION OF AUSTRALIA - CONCRETE PAVEMENT DESIGN FOR RESIDENTIAL STREETS 1997"
ExGExNDW
ExO ExE
GWR
GWR
GWR
H
H
300Ø
750Ø
300Ø
225Ø
225Ø
225Ø
ExG ExNDWExDW
ExS
750Ø
750Ø
ExDW
FUTURESTAGE 4
EXISTINGSTAGE 2
20.00
16.00
OCONNOR AVENUE
FAVERO STREET
CARC
OOLA
RIS
E
OO
OO
OO
OO
O
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
EE
EE
EE
EE
E
GG
GG
GG
GG
G
NDWNDW
NDWNDW
NDWNDW
NDWNDW
DWDW
DWDW
DWDW
DWDWO
OO
OO
OO
EE
EE
EE
E
GG
GG
GG
NDW
NDW
NDW
NDW
NDW
DWDW
DWDW
DWDW
GG
GG
GG
NDWNDW
NDWNDW
NDW
DWDW
DWDW
DWDW
OO
OO
OO
O
EE
EE
EE
E
332
331
330
329
333
323
324
325
326
328
347
348
349
351
350
346
345
344
343
342
341
340
339
338
337
336
335
334
2.0m D E
2.0m
D E
GWR
GWR
GWR
GWR
GWR
2.0m D E
2.0m
D E
GWRGW
RGW
R
GWR
GWR
GWR
GWRGW
R
H
H
FS21.27
FS21.77
FS21
.67
FS21.74
FS21
.80
FS21
.33
FS21
.15FS
21.61
FS21.89
FS22.08
FS21
.20
FS21
.70
FS21.74
FS21
.87
FS21.60
FS21.79
FS21.51
FS22
.11
FS22
.75FS
22.77
FS22
.59
FS22
.24FS
22.44
FS22
.65
FS22
.16FS
22.37
FS22
.58
FS22
.08FS
22.29
FS22
.51
FS22
.01FS
22.22
FS22
.44
FS21
.94FS
22.16
FS21.66
FS21.58
FS21.72
FS21.66
21.04
21.46
21.46
21.63
21.64
21.08
20.71
21.08
21.74
21.60
21.45
20.84
21.11
21.56
21.59
21.08
21.45
21.18
21.62
21.92
21.81
21.60
21.69
21.91
21.61
21.66
21.53
21.63
21.82
21.55
21.66
21.79
21.57
21.65
21.28
21.33
21.38
21.45
FR23
.02
FR22
.75
FR22
.68
FR22
.61
FR22
.54
FR21.81
FR21.88
FR21.96
FR22.04
2.0m D E
2.0m D E
H
FS21
.60
21.68
FR21
.90
FS21.35
FS21
.98
FS22
.02
FS22
.06
FS22
.10 FS22.05
FS21
.40
FS21
.90
FS21
.45
FS21
.50FS
21.99
FS21
.56FS
22.03
FS21
.61FS
22.08
FS22
.12
FS21
.94
21.29
21.3521
.4521.5821
.68 21.49
21.32
21.08
21.39
21.15
21.41
21.37
21.49
21.48
21.62
21.6221
.70
FR21
.86
FS22.2321.67
FS22
.3821.81
FR22
.48
FS22
.3221.82
FR22
.42
FS21.9921.78
FS21.8921.71
FS21
.1421.11
FS21
.5921.67
SS
SS
S
FR21.53
FR21
.45FR21
.63FS21
.34
FS21.58
FS21.51
21.25
21.25
FR21
.64
FR21.88
FR21.81
FR21
.81
FR21
.75
FR22
.70
FR21
.65
FR21.60
FS22
.1321
.63
FR22.07
FS22
.2321.64
FR22
.33
FS21
.94
FS22
.01
FS22
.09
FS22
.16
FS21
.8721.6021
.5421.4921
.40
21.62
FR22
.31
FR22
.34
FR22
.31
FR22
.24
FR22
.17
FR21
.40
FR21
.97
327
H
H
H
H
H
H
GWR
S
SS
SS
SS
SS
SS
S
S
H
16.0m D.S.E
GWR
600Ø
600Ø
300Ø
300Ø
225Ø
300Ø
225Ø
225Ø
300Ø
600Ø
375Ø
375Ø
300Ø
375Ø
300Ø
GWR
GWR
300Ø
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
900Ø
H
HH
H
H
H
H
H
H
H
H
H
1050Ø
1050Ø
900Ø
900Ø
900Ø
3-03
3-40
1.00
1.00
1.45
1.00
1.00
3-42
3-38
3-39
3-02
3-32 3-31
3-30
3-37
X1-09
X1-10X1-11
X2-37
X2-38
16.00
EXISTINGWATERWAY
433
434
435
436
R8.6
R8.6
R8.6
R8.6
CH56
9.48
CH58
5.48
CH59
9.48
CH61
3.48
CH62
5.98
CH67
4.48
CH55
3.48
CH68
6.98
CH42.75
CH55.25
CH21
1.61
CH22
5.61
CH23
9.61
CH25
2.11
CH26
4.61
CH42.75
CH55.25
CH67.75
CH80.58
CH92
.35
CH10
6.35
CH11
8.85
CH13
1.35
CH14
3.85
CH92
.35
CH10
4.85
CH11
8.85
CH13
1.35
CH14
3.85
CH79
.85
CH104.75
CH19
9.11
TPCH
168.2
0
TPCH11.80
LTPC
H62
1.88
LTPC
H63
7.83
TPCH
661.4
3
FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE
PROVIDED BY LANDSCAPERS
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNING
CIRCLE 150mm DEPTH 40mmN.S. CL3 CR
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR
REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &
BARRIER AND MATCH NEATLY INTOEXISTING CONSTRUCTION
LTPCH66.80
LTPCH90.40
RTPC
H63
0.83
PROVIDE 300ØPIPE STUB CONSTRUCT OPEN
CUT DRAIN ANDGRADE OVERLAND
CONSTRUCT OPENCUT DRAIN AND
GRADE OVERLAND
600 B2
600 B2
600 B2
600 B2
600 B2
600 B2600 B2
600 B
2
600 B
2
FL 20
.55
FL 20
.24
FL 19
.92
CH78
.35
25
15.5
28
12.5
28
12.5
28
14
4.24
29
15.5
12.5
32
12.514
32
14
32
32
16
32
16
29
4.24 14
32
17
12.5
32
12.5
32
254.24
15
28
18
21
12.5
21
12.512.5
21
14
21
14
32
32
32
32
32
12.5
32
32
12.5
28
12.5
12.5
28
12.5
28 12.83
32
12.512.5
12.512.5
12.5
1414
28
12.512.5
12.5 12.5
1416
1614
14
12.5
28
32
12.5
12.5
12.5
12.83
32
21
21
12.5
12.5
4.24
14
1412.5
X2-39
X2-40
X2-41X2-42
3-41
3-33
3-343-35
3-36
3-01
PROVIDE 675ØPIPE STUB
REMOVE TEMPORARY PIT COVERAND CONSTRUCT GRATED INLET
UNIT WITH HEAVY DUTY PIT COVER
REMOVE TEMPORARY PIT COVERAND CONSTRUCT GRATED INLET
UNIT WITH CLASS B PIT COVER
REMOVE TEMPORARY PIT COVER ANDREPLACE WITH CLASS B PIT COVER
REMOVETEMPORARY PITCOVER ANDREPLACE WITHCLASS B PIT COVER
ExGExG
ExNDWExNDW
ExGExG
ExG
ExNDWExNDW
ExNDW
ExOExO
ExO
ExEExE
ExE
ExOExO
ExEExE
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
H
H
H
H
H
H
H
H
H
H
ExS
ExS
300Ø
300Ø 225Ø
225Ø
ExO
ExO
>>
>>
>>
>
GWR
ExS
ExS
ExSExS
ExS
ExSExS
ExS
ExO
ExO
GWR
GWR
GWR
H
375Ø
ExS
ExE
ExE
ExE
ExDWExDW
ExDW
ExDWExDW
FUTURESTAGE 4
EXISTINGSTAGE 2
16.00
16.00
FAVERO STREET
CARCOOLA RISE
MEYE
R CR
ESCE
NT
MEYER CRESCENT
OE
GG
NDW
DWDW
OE
OE
G NDW
DW
GNDWDW
OO
OO
O
EE
EE
E
GG
GG
GG
NDW
NDW
NDW
NDW
NDW
NDW
DWDW
DWDW
DWDW
GG
GG
NDWNDW
NDWNDW
DWDW
DWDW
GG
GG
GG
NDWNDW
NDWNDW
NDW
DWDW
DWDW
DWDW
OE
E
G
G
G
G
NDW
NDW
NDW
NDW
DW
DW
DW
DW
OO
OO
EE
EE
307
306
305
304
303
302
301
310
311
313
314
315
316
317
318
319
308
309
320
321
332
331
330
329
333
322
323
324
325
326
328
2.0m D E
2.0m
D E
2.0m D E
2.0m D E
2.0m
D E
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWRGWR
H
H
H
H
H
H
H
H
H
H
H
H
H
H
FS21.74
FS21
.80
FS23.21
FS23.43FS23.39
FS22.57FS22
.65FS22.69
FS22
.68
FS23.28
FS23.64
FS23.36
FS23.71
FS23.60
FS23.27
FS23.32FS22.83
FS23.02
FS23.50
FS22.96
FS23.45
FS22.90
FS23.39
FS23.55
FS23.17
FS21.89
FS22.08
FS22
.74FS
23.13
FS22
.81FS
23.27
FS23.06FS23.11
FS22.97
FS23.05
FS22.88
FS22.98
FS22.80
FS22.92
FS22.71FS22.85
FS23.16
FS23.31
FS23.57
FS22
.53FS
22.77
FS21
.87
FS22
.84
FS23.25
FS22
.46
FS23.19
FS22
.11
FS22
.93
FS22.77
FS23.65
FS22
.61
FS22.77
FS22
.75FS
22.77
FS22
.59FS
22.71
FS22
.24FS
22.44
FS22
.65
FS22
.16FS
22.37
FS22
.58
FS22
.08FS
22.29
FS22
.51
FS22
.01FS
22.22
FS22
.44
FS21
.94FS
22.16
21.63
21.64
22.54
22.5522.61
21.90
21.93
22.01
22.68
22.75
22.88
22.87
22.52
22.53
22.3222.18
22.30
22.40
22.26
22.36
22.22
22.34
22.45
22.47
21.74
21.60
22.06
22.11
22.14
22.22
22.45
22.42
22.34
22.33
22.2022.26
22.1222.18
22.0422.12
22.49
22.59
22.69
21.85
21.91
21.59
22.15
22.21
21.83
22.60
21.62
22.00
22.03
22.63
21.92
21.94
21.92
22.04
21.81
21.96
21.60
21.69
21.91
21.61
21.66
21.85
21.53
21.63
21.82
21.55
21.66
21.79
21.57
21.65
FR23.26
FR23.20
FR23.13
FR23.07
FR23.00
FR22.92
FR23
.14
FR23
.02
FR22
.86
FR22
.75
FR22
.68
FR22
.61
FR22
.54
HFS22.2321.67
FS22
.3821.81
FR22
.48
FS22
.3221.82
FR22
.42
FS21.9921.78
FS21.8921.71
E
E
E
E
O
O
O
O
SS
S
SS
SS
S
SS
SS
SS
FR23.31
FR23.08
FR23.15
FR23.21
FR23.27
S
S
S
S
S
S
S
S
SS
S
SS
SS
GWR
FS23.49
22.59
FS23.4222.65
FS22
.4421
.83
FR23
.06
FR22
.99 FR22.94
FR22
.93
FR23.02
FS22
.8122
.09FR
23.09
312
327
2.0m D E
H
H
H
H
H
SS
SS
S
2.0m S E
16.0m D.S.E
3.0m D E
GWR
600Ø
750Ø
750Ø
750Ø
750Ø
300Ø
300Ø
300Ø
750Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
225Ø
225Ø
375Ø
300Ø
750Ø
750Ø
GWR
GWR
750Ø
300Ø
GWR
22.02
GWR
GWR
GWR
GWR
GWR
GWR
GWR
900Ø
750Ø
GWR
16.00
3-03
3-073-20
1.00
1.00
1.00
1.00
1.00
5.70
11.73
6.47
1.45
3-02
3-04
3-05
3-29
3-06
3-213-22
3-23
3-24
3-25
3-08
3-10 3-19
3-11
3-18
3-12
3-14
3-15
3-16
3-17
3-27
3-32 3-31
3-30
3-37
ELECTRICALRESERVE
433
434
435
436
3-13
R9.4 R10.
6
R41.35
R34.95
R8.6 R8.6
CH21
1.61
CH22
5.61
CH23
9.61
CH25
2.11
CH26
4.61
CH21
6.11CH
259.3
6
CH20
2.11
CH27
1.86
CH92
.35
CH10
6.35
CH11
8.85
CH13
1.35
CH14
3.85
CH28.85
CH41.35
CH55.35
CH67.85
CH80.35
CH110.59
CH122.50
CH128.07
CH28.85
CH44.85
CH58.85
CH71.35
CH85.35
CH98.23
CH108.02
CH166.77
CH180.77
CH194.77
CH104.75
CH19
9.11
TPCH11.80
RTPC
H22
6.16
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR
TREE RESERVE
REMOVE EXISTINGCONCRETE EDGE STRIP,
"NO ROAD" SIGN &BARRIER AND MATCH
NEATLY INTO EXISTINGCONSTRUCTION
REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &
BARRIER AND MATCH NEATLY INTOEXISTING CONSTRUCTION
LTPCH90.40
RTPC
H24
9.76
TPCH
112.77
TPCH92.66
RTPCH
140.72
RTPCH
117.41
LTPCH
124.01
LTPCH
134.11
PROVIDE 450ØPIPE STUB
PROVIDE 300ØPIPE STUB
PROVIDE 300ØPIPE STUB
PROVIDE 225ØPIPE STUB
CONSTRUCT OPEN CUT DRAINAND GRADE TO PIT 3-13
CONSTRUCT OPENCUT DRAIN ANDGRADE OVERLAND
600 B2
600 B2
600 B2
600 B2
600 B
2
600 B
2
600 B2
600 B2
FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE
PROVIDED BY LANDSCAPERS
STANDARD TREE RESERVE FENCEPROVIDED BY LANDSCAPERS.
CH78
.35
254.24
15
28
18
21
12.5
21
12.512.5
21
14
21
14
21
12.5
18
13.25
12.5
28
14
28
28
12.5
12.5
28
28.6
11.5
10.79
28.4
12.5
16
28
28.5
28
14
28
12.5
28
14
1613.0
4.24
17.39
12
32.4
28
14
28
14
14
18
21
14 14
21
14
32
14
32
12.5
32
12.5
32
32
13.5
12.5
32
12.5
28.4
12
12.5
12.5
1412
.5
1412
.5
14
14
1416
21
32
13.5 12.512.5
12.512.5
12.5
1414
28
28
12.5
21
21
A1.71
10.25
A14.1R30
12.31
0.58
4.24
4.24
14
1412.5
11 14
A12.81R46
7.31
A6.71
7.29A5.72
16
16.36
16
CH150.77
3-35
3-36
3-09
3-26
3-28
PROVIDE 675ØPIPE STUB
PROVIDE 750ØPIPE STUB
1.31
1.00
FUTURE SHARED PATH.INDICATIVE ALIGNMENT
EXISTING OVERHEAD POWERLINE
EXISTING POWER POLE
1:500 @ A10 50403020105 N
1101438 03 010 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380LAYOUT PLAN
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TACTILES UPDATED 08.10.20 LM DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
04 21
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations 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.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
FOR CONTINUATION SEE BELOW LEFT
ROAD LAYOUT TABLE
ROAD NAME RESERVE WIDTH (m)ROAD WIDTH (m) VERGE WIDTH (m)
LIP to LIP INV to INV BACK to BACK NORTH/WEST SOUTH/EASTOCONNOR AVENUE 20.00 6.40 (10.30) 7.30 (11.20) 7.60 (11.50) 6.95 (5.00) 5.45 (3.50)MEYER CRESCENT (E / W) 16.00 6.40 7.30 7.60 4.35 4.05MEYER CRESCENT (N / S) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (E / W) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (N / S) 16.00 6.40 7.30 7.60 4.35 4.05
FAVERO STREET 16.00 6.40 7.30 7.60 4.35 4.05
NOTE: DIMENSIONS IN PARENTHESES INCLUDES PARKING LANE
FOR CONTINUATION SEE ABOVE RIGHT
NOTEEXISTING DRAINAGE PITS WITHIN THIS STAGETO HAVE TEMPORARY PIT COVERS REMOVEDAND TO BE MODIFIED TO PERMANENTCONDITIONS. REFER TO THE PIT SCHEDULEFOR DETAILS. SHEET NUMBER 403
LocationGas ND - Water Water Electricity Telecommunication
Side Offset(m) Side Side Side Side
SERVICE OFFSET TABLE
NOTE: STREET TREES ARE TO BE PLANTED IN THE CENTRE OF ALL NATURE STRIPS
Sewer
SideOffset(m)
Offset(m)
Offset(m)
Offset(m)
Offset(m)
SOUTH 1.95 SOUTH 1.20NORTH NORTH 0.80
N / E 2.60 N / E 1.85S / W
SOUTH 2.60 SOUTH 1.85NORTH
OCONNOR AVENUE
MEYER CRESCENT
FAVERO STREET
3.122.401.95
3.202.702.25
3.202.702.25
S / W 0.80
SOUTH 0.80
N / E 2.60 N / E 1.85S / WCARCOOLA RISE 3.202.702.25 EAST 0.80
NORTH
S / W
NORTH
S / W
NORTH
S / W
NORTH
S / W
WARNING!OVERHEAD ELECTRICITY LINES IN VICINITY.CONTRACTOR TO EXERCISE EXTREME CAUTION WHENOPERATING IN THE VICINITY OF THESE LINES. THECONTRACTOR MUST ADHERE TO ALL "NO GO ZONE"REQUIREMENTS OF THE POWER AUTHORITY.
FR157.40
TW159.30
BW159.30
141.34
FS140.35
GW
G
H
O
DW
Ex S
E
O/H E
LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET
SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)
GAS
OPTIC FIBRE
WATERRECYCLED WATER
EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL
RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY
H
S
NDW
T TELECOMMUNICATIONS
ExG
ExO
ExDW
ExE
ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE
EXISTING WATEREXISTING RECYCLED WATERExNDW
ExT EXISTING TELECOMMUNICATIONS
MELBOURNE WATER DRAIN & PIT
RIDGE LINE
TREE PROTECTION ZONE (TPZ)
IRRIGATIONIRR
LOT HATCHINGPAVEMENT HATCHINGPARK RESERVES/NATURE STRIP HATCHING
DRAINAGE RESERVEMAINTENANCE ACCESS TRACKDRY OUT AREA
ELECTRICAL KIOSK
Beveridge WilliamsScale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-010-LAY.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
CH 3.
200
CH 11
.801
CH 17
3.762
CH 27
8.113
CH 30
3.812
CH 30
9.812
CH 31
4.762
ELV.
21.00
0
ELV.
21.15
0
ELV.
22.15
3
ELV.
22.67
4
ELV.
22.54
6
ELV.
22.48
4
ELV.
22.35
2
CH 278.113RL 22.674
CH 3.200
CH 314.762
RL 21.000
RL 22.352
-3 % 1.75 % 0.62 % 0.5 % -0.5 % -1.03 % -2.67 % 3 %VERTICAL GEOMETRY
R= -23.15m HCHORIZONTAL GEOMETRY
0.000
21.21
621
.096
3.200
21.22
121
.000
11.80
021
.203
21.27
521
.053
21.15
011
.801
21.20
321
.275
21.05
321
.150
20.00
021
.141
21.20
021
.016
21.10
521
.201
40.00
021
.248
21.17
721
.228
21.15
821
.228
21.32
442
.749
21.26
621
.247
21.24
521
.176
21.24
521
.341
42.75
121
.266
21.24
721
.245
21.17
621
.245
21.34
1
55.24
921
.353
21.44
821
.323
21.33
321
.323
21.41
955
.251
21.35
321
.448
21.32
321
.333
21.32
321
.419
60.00
021
.391
21.45
521
.352
21.37
921
.352
21.44
8
66.79
921
.445
21.45
821
.394
21.44
421
.394
21.49
067
.751
21.45
321
.400
21.45
321
.400
21.49
6
80.00
021
.571
21.47
621
.554
21.47
621
.572
80.58
121
.577
21.48
021
.559
21.48
021
.576
90.39
921
.634
21.64
221
.540
21.62
321
.540
21.63
6
100.0
0021
.673
21.68
421
.600
21.68
121
.600
21.69
6
104.7
4921
.723
21.74
021
.629
21.70
521
.629
21.72
5
120.0
0021
.771
21.78
321
.724
21.72
421
.820
124.7
4821
.757
21.75
921
.753
21.77
021
.753
21.84
9
140.0
0021
.807
21.76
421
.848
21.83
121
.848
21.94
4
160.0
0021
.783
21.78
921
.971
21.97
122
.067
161.1
1421
.784
21.78
921
.978
21.97
822
.074
173.7
6221
.810
21.81
222
.057
21.82
422
.057
22.15
3
180.0
0021
.835
21.85
922
.088
21.85
022
.088
22.18
4
199.1
1221
.788
21.79
122
.183
21.82
522
.183
22.27
920
0.000
21.79
021
.792
22.18
821
.826
22.18
822
.284
202.1
1221
.797
21.79
722
.198
21.82
922
.198
22.29
4
211.6
1321
.842
21.81
522
.246
21.85
822
.246
22.34
2
216.1
1221
.848
21.82
022
.268
21.85
422
.268
22.36
4
220.0
0021
.853
21.82
622
.288
21.85
922
.288
22.38
4
225.6
1321
.863
21.85
122
.316
21.88
722
.316
22.41
222
6.161
21.86
521
.854
22.31
921
.891
22.31
922
.415
239.6
1321
.946
21.91
322
.386
22.38
622
.482
240.0
0021
.948
21.91
522
.388
22.38
822
.484
249.7
6221
.990
21.95
222
.437
22.01
822
.437
22.53
325
2.113
22.00
121
.961
22.44
822
.026
22.44
822
.544
259.3
6122
.039
22.00
222
.485
22.06
422
.485
22.58
126
0.000
22.04
322
.006
22.48
822
.069
22.48
822
.584
264.6
1322
.070
22.03
722
.511
22.10
122
.511
22.60
7
271.8
6222
.113
22.08
722
.547
22.13
922
.547
22.64
3
278.1
1322
.163
22.15
422
.579
22.15
022
.578
22.67
428
0.000
22.18
422
.174
22.56
922
.160
22.56
922
.665
300.0
0022
.389
22.34
922
.469
22.39
322
.469
22.56
5
303.8
1222
.400
22.54
6
309.8
1222
.394
22.48
4
314.7
6222
.402
22.35
2
317.9
6222
.412
22.44
8
DATUM RL18
CARCOOLA RISE LONGITUDINAL SECTION
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
TP LTP
LTP
INTERSECTION WITHOCONNOR AVENUE.
REFER DRAWING 1101438-03-301FOR DETAILS
INTERSECTION WITHFAVERO STREET
FUTURE STAGE 4DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
FUTURE STAGE 4DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
RTP
RTP
INTERSECTION WITHMEYER CRESCENT
EXISTING STAGE 2DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
INTERSECTION WITHMANTON ROAD.
REFER DRAWING 1101438-02-301FOR DETAILS
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-100-RLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 100 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSCARCOOLA RISE
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
05 21
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
CH 40
.000
CH 65
.850
CH 16
8.199
CH 17
6.800
ELV.
22.27
3
ELV.
22.14
3
ELV.
21.57
5
ELV.
21.46
7
CH 40.000RL 22.273
CH 176.800RL 21.467
0.5 % -0.5 % -0.56 % -1.25 % 3 %VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
29.85
021
.978
22.04
021
.944
22.22
2
40.00
021
.878
21.86
421
.870
22.27
3
60.00
021
.776
21.67
821
.779
22.17
3
65.85
021
.647
21.68
521
.688
22.14
3
79.85
021
.552
21.60
321
.970
21.63
821
.970
22.06
680
.000
21.55
321
.603
21.96
921
.632
21.96
922
.065
92.34
921
.578
21.60
721
.900
21.39
821
.900
21.99
692
.351
21.57
821
.607
21.90
021
.398
21.90
021
.996
100.0
0021
.521
21.55
821
.858
21.45
721
.858
21.95
4
104.8
4921
.524
21.53
521
.831
21.49
121
.831
21.92
710
6.351
21.52
521
.531
21.82
221
.501
21.82
221
.918
118.8
4921
.539
21.54
721
.753
21.53
721
.753
21.84
911
8.851
21.53
921
.547
21.75
321
.537
21.75
321
.849
120.0
0021
.541
21.54
921
.747
21.54
121
.747
21.84
3
131.3
4921
.575
21.57
421
.683
21.59
521
.683
21.77
913
1.351
21.57
521
.574
21.68
321
.595
21.68
321
.779
140.0
0021
.617
21.46
621
.635
21.62
321
.635
21.73
1
143.8
4921
.605
21.58
821
.614
21.62
021
.614
21.71
014
3.851
21.60
521
.588
21.61
421
.620
21.61
421
.710
160.0
0021
.586
21.59
821
.518
21.52
421
.620
168.1
9921
.557
21.62
521
.459
21.57
516
8.201
21.55
721
.625
21.45
921
.575
176.8
0021
.564
21.46
7
180.0
0021
.556
21.56
3
DATUM RL19
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
FAVERO STREET LONGITUDINAL SECTION
EXISTING STAGE 2DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
TP
INTERSECTION WITHCARCOOLA RISE.
REFER DRAWING 1101438-03-301FOR DETAILS
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-100-RLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 101 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSFAVERO STREET
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
06 21
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
CH 3.
200
CH 11
.801
CH 11
7.408
CH 14
0.716
CH 24
3.235
CH 26
5.286
CH 28
8.893
ELV.
22.37
8
ELV.
22.51
6
ELV.
23.04
4
ELV.
23.27
7
ELV.
23.79
0
ELV.
23.62
3
ELV.
23.38
7
CH 241.710RL 23.767
CH 3.200RL 22.378
-3 % 1.61 % 0.5 % 1 % 0.5 % -0.76 % -1 % -0.5 %VERTICAL GEOMETRY
L= 15m VC
R= -38.15m HC R= 10m HC R= 10m HCHORIZONTAL GEOMETRY
0.000
21.94
022
.474
3.200
21.95
022
.378
11.80
121
.978
22.01
821
.932
22.51
6
20.00
021
.968
22.01
421
.924
22.46
122
.557
28.84
921
.973
22.03
022
.505
21.93
622
.505
22.60
128
.851
21.97
322
.030
22.50
521
.936
22.50
522
.601
40.00
022
.204
22.24
422
.561
22.16
622
.561
22.65
741
.349
22.18
122
.178
22.56
822
.170
22.56
822
.664
44.85
122
.102
22.03
422
.585
22.11
822
.585
22.68
1
55.34
922
.190
22.21
722
.638
22.15
422
.638
22.73
4
58.85
122
.213
22.23
122
.655
22.17
922
.655
22.75
160
.000
22.21
822
.235
22.66
122
.187
22.66
122
.757
67.84
922
.248
22.26
222
.700
22.22
622
.700
22.79
6
71.35
122
.268
22.27
022
.718
22.26
022
.718
22.81
4
80.00
022
.291
22.29
622
.761
22.29
922
.761
22.85
780
.349
22.29
222
.298
22.76
322
.301
22.76
322
.859
83.85
122
.306
22.31
222
.780
22.32
222
.780
22.87
6
92.66
422
.348
22.36
022
.824
22.37
122
.824
22.92
0
96.97
522
.379
22.38
822
.846
22.41
022
.846
22.94
210
0.000
22.40
322
.408
22.86
122
.438
22.86
122
.957
107.1
8322
.457
22.45
422
.897
22.48
522
.897
22.99
3
110.5
9222
.475
22.46
722
.914
22.50
222
.914
23.01
011
2.768
22.48
722
.475
22.92
522
.513
22.92
523
.021
117.4
0822
.511
22.49
622
.948
22.52
522
.948
23.04
412
0.000
22.52
722
.508
22.53
623
.070
121.2
0822
.535
22.51
722
.542
23.08
212
2.495
22.54
322
.533
22.54
323
.095
124.0
1122
.554
22.55
222
.543
23.11
0
128.0
6522
.581
22.61
022
.545
23.15
1
134.1
1322
.599
22.65
222
.547
23.21
113
6.916
22.60
122
.657
22.54
823
.239
140.0
0022
.612
22.67
322
.558
23.27
014
0.716
22.61
622
.677
22.56
023
.277
150.7
6622
.654
22.69
623
.231
22.59
523
.231
23.32
7
160.0
0022
.680
22.70
423
.278
22.73
823
.278
23.37
4
166.7
6622
.827
22.76
723
.311
22.69
223
.311
23.40
7
180.0
0022
.745
22.74
823
.377
22.73
623
.377
23.47
318
0.766
22.75
522
.757
23.38
122
.746
23.38
123
.477
194.7
6622
.895
22.95
723
.451
22.86
523
.451
23.54
7
200.0
0022
.930
22.99
023
.477
22.91
023
.477
23.57
3
220.0
0023
.170
23.15
823
.577
23.17
223
.577
23.67
3
235.7
3523
.269
23.31
223
.656
23.24
623
.656
23.75
2
240.0
0023
.277
23.32
523
.670
23.26
123
.670
23.76
6
243.2
3523
.284
23.32
623
.669
23.29
223
.669
23.76
6
250.7
3523
.336
23.34
423
.637
23.36
523
.637
23.73
3
260.0
0023
.405
23.42
423
.567
23.40
223
.567
23.66
3
265.2
8623
.421
23.46
523
.403
23.62
3
269.3
8523
.435
23.47
923
.404
23.58
2
280.0
0023
.458
23.50
323
.403
23.47
6
285.0
9323
.453
23.48
523
.403
23.42
5
288.8
9323
.447
23.47
023
.291
23.40
723
.291
23.38
7
300.0
0023
.424
23.42
623
.235
23.40
223
.235
23.33
1
DATUM RL19
MEYER CRESCENT LONGITUDINAL SECTION
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
TP
INTERSECTION WITHCARCOOLA RISE.
REFER DRAWING 1101438-03-300FOR DETAILS
FUTURE STAGE 4DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
TP TP LTP
LTP
RTP
RTP
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-100-RLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 102 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSMEYER CRESCENT
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
07 21
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
CH 54
2.676
CH 56
2.676
ELV.
21.34
4
ELV.
21.44
4
CH 562.676RL 21.444
CH 542.676RL 21.344
-0.5 % 0.5 % -0.4 %VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
503.4
8321
.778
21.84
721
.768
21.53
9
520.0
0021
.777
21.81
721
.747
21.30
221
.457
540.0
0021
.746
21.72
721
.747
21.20
221
.357
542.6
7621
.731
21.72
221
.189
21.74
021
.189
21.34
4
553.4
8321
.672
21.68
321
.243
21.66
621
.243
21.39
8
560.0
0021
.662
21.67
421
.276
21.62
821
.276
21.43
056
2.676
21.64
521
.669
21.28
921
.611
21.28
921
.444
569.4
8421
.612
21.61
521
.262
21.57
521
.262
21.41
6
580.0
0021
.570
21.54
621
.220
21.55
721
.220
21.37
4
585.4
8421
.517
21.49
321
.198
21.54
021
.198
21.35
2
599.4
8421
.438
21.41
021
.142
21.47
021
.142
21.29
660
0.000
21.43
421
.409
21.14
021
.466
21.14
021
.294
613.4
8421
.392
21.39
321
.086
21.40
621
.086
21.24
0
620.0
0021
.382
21.36
821
.404
21.06
021
.214
621.8
8421
.375
21.35
621
.403
21.05
221
.207
625.9
8421
.362
21.32
521
.094
21.39
421
.036
21.19
0
630.8
3421
.349
21.32
321
.075
21.38
021
.075
21.17
1
637.8
3421
.324
21.29
421
.047
21.35
421
.047
21.14
364
0.000
21.30
221
.269
21.03
821
.333
21.03
821
.134
660.0
0021
.086
20.95
821
.144
20.95
821
.054
661.4
3421
.070
21.02
720
.952
21.13
021
.048
674.4
8420
.926
20.84
320
.842
21.01
820
.842
20.99
6
680.0
0020
.872
20.51
320
.820
21.00
520
.820
20.97
4
686.9
8320
.858
20.70
820
.792
20.97
520
.792
20.94
6
700.0
0020
.678
20.73
220
.740
20.80
820
.740
20.89
4
720.0
0020
.822
20.71
820
.702
20.71
820
.814
740.0
0020
.690
20.71
020
.638
20.70
020
.638
20.73
4
760.0
0020
.627
20.70
520
.500
20.60
920
.500
20.65
4
780.0
0020
.587
20.59
520
.420
20.55
520
.420
20.57
4
790.0
0020
.529
20.54
720
.380
20.51
120
.380
20.53
4
DATUM RL18
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
OCONNOR AVENUE LONGITUDINAL SECTION
EXISTING STAGE 2DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
FUTURE STAGE 4DEVELOPMENT
PROPOSED STAGE 3DEVELOPMENT
LTP
RTP
LTP
LTP
INTERSECTION WITHCARCOOLA RISE
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-100-RLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 103 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSOCONNOR AVENUE
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
08 21
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
LBL
RBL
TPCH 11.801
1 in 4.2 1 in 63.5 1 in 18.71 in 18.7 1 in 33.3 1 in 33 1 in 229.2 1 in 4.4
-11.3
7121
.283
21.64
4
-10.0
9821
.275
21.34
2-1
0.028
21.27
521
.342
-7.90
621
.262
21.30
8
-3.80
021
.236
21.08
9-3
.200
21.23
220
.979
0.000
21.20
321
.150
3.200
21.15
721
.054
3.800
21.14
821
.164
7.608
21.09
221
.279
9.729
21.05
521
.288
9.800
21.05
321
.288
11.07
321
.027
21.57
5
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 42.749
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-9.05
021
.235
21.80
5
-8.15
021
.247
21.50
5-8
.100
21.24
721
.505
-6.60
021
.266
21.47
5
-3.80
021
.301
21.35
5-3
.200
21.30
321
.245
0.000
21.26
621
.341
3.200
21.22
921
.245
3.800
21.22
321
.355
6.300
21.19
421
.475
7.800
21.17
721
.505
7.850
21.17
621
.505
8.750
21.16
621
.805
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
LTPCH 66.799
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-9.05
021
.456
21.95
4
-8.15
021
.458
21.65
4-8
.100
21.45
821
.654
-6.60
021
.461
21.62
4
-3.80
021
.466
21.50
4-3
.200
21.46
821
.394
0.000
21.44
521
.490
3.200
21.44
121
.394
3.800
21.44
121
.504
6.300
21.44
321
.624
7.800
21.44
421
.654
7.850
21.44
421
.654
8.750
21.44
421
.954
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
LTPCH 90.399
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.15
021
.642
21.80
1-8
.100
21.64
221
.801
-6.60
021
.642
21.77
1
-3.80
021
.640
21.65
1-3
.200
21.64
021
.541
0.000
21.63
421
.637
3.200
21.62
621
.541
3.800
21.62
521
.651
6.300
21.62
021
.771
7.800
21.62
321
.801
7.850
21.62
321
.801
8.750
21.62
522
.101
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 104.749
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.15
021
.740
21.88
9-8
.100
21.74
021
.889
-6.60
021
.738
21.85
9
-3.80
021
.734
21.73
9-3
.200
21.73
421
.629
0.000
21.72
321
.725
3.200
21.70
321
.629
3.800
21.69
921
.739
6.300
21.70
221
.859
7.800
21.70
521
.889
7.850
21.70
521
.889
8.750
21.70
722
.189
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 199.112
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.45
021
.791
22.54
3-8
.150
21.79
122
.443
-8.10
021
.791
22.44
3
-6.60
021
.790
22.41
3
-3.80
021
.789
22.29
3-3
.200
21.78
922
.183
0.000
21.78
822
.279
3.200
21.79
822
.183
3.800
21.80
122
.293
6.300
21.81
622
.413
7.800
21.82
522
.443
7.850
21.82
522
.443
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
RTPCH 226.161
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.45
021
.853
22.67
9-8
.150
21.85
422
.579
-8.10
021
.854
22.57
9
-6.60
021
.856
22.54
9
-3.80
021
.860
22.42
9-3
.200
21.86
122
.319
0.000
21.86
522
.415
3.200
21.87
422
.319
3.800
21.87
622
.429
6.300
21.88
522
.549
7.800
21.89
122
.579
7.850
21.89
122
.579
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
RTPCH 249.762
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.62
421
.950
22.85
5-8
.150
21.95
222
.697
-8.10
021
.952
22.69
7
-6.60
021
.959
22.66
7
-3.80
021
.972
22.54
7-3
.200
21.97
522
.437
0.000
21.99
022
.533
3.200
22.00
222
.437
3.800
22.00
422
.547
6.300
22.01
322
.667
7.800
22.01
722
.697
7.850
22.01
822
.697
8.600
22.02
022
.947
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 271.862 LIMIT OF WORKS
1 in 3 1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-9.00
322
.086
23.09
2
-8.15
022
.087
22.80
7-8
.100
22.08
722
.807
-6.60
022
.089
22.77
7
-3.80
022
.098
22.65
7-3
.200
22.10
022
.547
0.000
22.11
322
.643
3.200
22.12
622
.547
3.800
22.12
822
.657
6.300
22.13
722
.777
7.800
22.13
922
.807
7.850
22.13
922
.807
8.600
22.14
023
.057
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
17.95
0.07 2.12 4.11 0.60 3.20 3.20 0.60 2.50 1.50 0.05
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421
STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION
1101438 03 200 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSCARCOOLA RISE
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
09 21Beveridge WilliamsScale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
LBL
RBL
CH 79.850 START OF WORKS
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.15
021
.603
22.23
0-8
.100
21.60
322
.230
-6.60
021
.597
22.20
0
-3.80
021
.588
22.08
0-3
.200
21.58
621
.970
0.000
21.55
222
.066
3.200
21.32
821
.970
3.800
21.27
822
.080
6.300
21.54
722
.200
7.800
21.63
522
.230
7.850
21.63
822
.230
8.150
21.65
022
.330
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 106.351
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50-8
.150
21.53
122
.082
-8.10
021
.531
22.08
2
-6.60
021
.530
22.05
2
-3.80
021
.529
21.93
2-3
.200
21.52
821
.822
0.000
21.52
521
.918
3.200
21.51
821
.822
3.800
21.51
621
.932
6.300
21.51
122
.052
7.800
21.50
122
.082
7.850
21.50
122
.082
8.150
21.49
922
.182
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 131.351
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.15
021
.574
21.94
3-8
.100
21.57
421
.943
-6.60
021
.574
21.91
3
-3.80
021
.573
21.79
3-3
.200
21.57
121
.683
0.000
21.57
521
.779
3.200
21.58
421
.683
3.800
21.58
621
.793
6.300
21.59
321
.913
7.800
21.59
521
.943
7.850
21.59
521
.943
8.150
21.59
622
.043
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 143.851
1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.15
021
.588
21.87
4-8
.100
21.58
821
.874
-6.60
021
.591
21.84
4
-3.80
021
.597
21.72
4-3
.200
21.59
821
.614
0.000
21.60
521
.710
3.200
21.61
221
.614
3.800
21.61
321
.724
6.300
21.61
821
.844
7.800
21.62
021
.874
7.850
21.62
021
.874
8.150
21.61
721
.974
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 168.199
1 in 50 1 in 171 in 23.7 1 in 33.3 1 in 20.8 1 in 50
-8.15
021
.625
21.74
4-8
.100
21.62
521
.744
-6.60
021
.619
21.71
4
-3.80
021
.605
21.55
0-3
.200
21.59
721
.440
0.000
21.55
721
.575
3.200
21.51
721
.479
3.800
21.51
021
.589
6.300
21.47
921
.709
7.800
21.46
021
.739
7.850
21.45
921
.739
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 201 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSFAVERO STREET
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
10 21
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION
LBL
RBL
TPCH 11.801
1 in 3 1 in 50 1 in 14.61 in 19.1 1 in 33.3 1 in 20.8 1 in 50
-8.90
022
.021
22.93
0
-8.15
022
.018
22.68
0-8
.100
22.01
822
.680
-6.60
022
.013
22.65
0
-3.80
022
.000
22.45
9-3
.200
21.99
622
.349
0.000
21.97
822
.516
3.200
21.96
122
.420
3.800
21.95
722
.530
6.300
21.94
322
.650
7.800
21.93
322
.680
7.850
21.93
222
.680
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 28.849
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.90
022
.034
23.01
5
-8.15
022
.030
22.76
5-8
.100
22.02
922
.765
-6.60
022
.020
22.73
5
-3.80
022
.000
22.61
5-3
.200
21.99
622
.505
0.000
21.97
322
.601
3.200
21.95
322
.505
3.800
21.94
922
.615
6.300
21.93
522
.735
7.800
21.93
622
.765
7.850
21.93
622
.765
8.300
21.93
722
.915
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 55.349
1 in 3 1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.90
022
.218
23.14
8
-8.15
022
.217
22.89
8-8
.100
22.21
722
.898
-6.60
022
.214
22.86
8
-3.80
022
.200
22.74
8-3
.200
22.20
222
.638
0.000
22.19
022
.734
3.200
22.17
422
.638
3.800
22.17
222
.748
6.300
22.16
122
.868
7.800
22.15
422
.898
7.850
22.15
422
.898
8.300
22.15
223
.048
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 80.349
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.90
022
.299
23.27
3
-8.15
022
.298
23.02
3-8
.100
22.29
823
.023
-6.60
022
.295
22.99
3
-3.80
022
.291
22.87
3-3
.200
22.29
122
.763
0.000
22.29
222
.859
3.200
22.29
522
.763
3.800
22.29
622
.873
6.300
22.29
822
.993
7.800
22.30
123
.023
7.850
22.30
123
.023
8.300
22.30
223
.173
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0 LB
L
RBL
CH 92.664
1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3
-8.59
522
.362
23.23
2-8
.150
22.36
023
.084
-8.10
022
.360
23.08
4
-6.60
022
.355
23.05
4
-3.80
022
.347
22.93
4-3
.200
22.34
622
.824
0.000
22.34
822
.920
3.200
22.35
622
.824
3.800
22.35
822
.934
6.300
22.36
623
.054
7.800
22.37
123
.084
7.850
22.37
123
.084
8.300
22.37
323
.234
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
RTPCH 117.408
1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50
-8.15
022
.496
23.20
8-8
.100
22.49
723
.208
-6.60
022
.499
23.17
8
-3.80
022
.503
23.05
8-3
.200
22.50
422
.948
0.000
22.51
123
.044
3.200
22.51
822
.948
3.800
22.52
023
.058
6.300
22.52
323
.178
7.800
22.52
523
.208
7.850
22.52
523
.208
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
RTPCH 140.716
1 in 61 in 27
1 in 33.3 1 in 33.3 1 in 23.3 1 in 50
-12.3
2222
.696
22.69
6
-7.85
022
.677
23.44
1
-3.80
022
.645
23.29
1-3
.200
22.64
123
.181
0.000
22.61
623
.277
3.200
22.58
923
.181
3.800
22.58
423
.291
6.600
22.56
623
.411
8.100
22.56
023
.441
8.150
22.56
023
.441
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
CH 166.766
1 in 6
1 in 271 in 33.3 1 in 33.3 1 in 23.3 1 in 50
-12.8
4422
.739
22.73
9
-7.85
022
.767
23.57
1
-3.80
022
.798
23.42
1-3
.200
22.80
223
.311
0.000
22.82
723
.407
3.200
22.79
923
.311
3.800
22.79
023
.421
6.600
22.72
923
.541
8.100
22.69
323
.571
8.150
22.69
223
.571
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
CH 194.766 LIMIT OF WORKS
1 in 61 in 27
1 in 33.3 1 in 33.3 1 in 23.3 1 in 50
-12.2
0922
.985
22.98
5
-7.85
022
.957
23.71
1
-3.80
022
.921
23.56
1-3
.200
22.91
623
.451
0.000
22.89
523
.547
3.200
22.88
323
.451
3.800
22.88
123
.561
6.600
22.87
123
.681
8.100
22.86
523
.711
8.150
22.86
523
.711
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
16.00
4.05 0.60 3.20 3.20 0.60 2.80 1.50 0.05
ELECTRICAL RESERVE
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 202 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSMEYER CRESCENT
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
11 21
STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
RBL
CH 553.483 START OF WORKS
1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3
1 in 14.4
-11.6
5021
.683
21.90
3
-10.7
5021
.683
21.60
3-1
0.700
21.68
321
.603
-9.20
021
.682
21.57
3
-5.75
021
.678
21.35
3-5
.150
21.67
721
.243
-3.50
021
.675
21.29
3
0.000
21.67
221
.398
3.500
21.66
921
.293
5.150
21.66
721
.243
5.750
21.66
821
.353
9.250
21.66
621
.597
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM19.0
LBL
RBL
CH 585.484
1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3
1 in 14.4
-11.5
0021
.490
21.80
8
-10.7
5021
.493
21.55
8-1
0.700
21.49
321
.558
-9.20
021
.499
21.52
8
-5.75
021
.514
21.30
8-5
.150
21.51
421
.198
-3.50
021
.513
21.24
7
0.000
21.51
721
.352
3.500
21.52
721
.247
5.150
21.53
221
.198
5.750
21.53
321
.308
9.250
21.54
021
.551
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM19.0
LBL
RBL
CH 613.484
1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3
1 in 14.4
-11.5
0021
.396
21.69
6
-10.7
5021
.393
21.44
6-1
0.700
21.39
321
.446
-9.20
021
.387
21.41
6
-5.75
021
.382
21.19
6-5
.150
21.38
421
.086
-3.50
021
.387
21.13
5
0.000
21.39
221
.240
3.500
21.39
721
.135
5.150
21.40
021
.086
5.750
21.40
121
.196
9.250
21.40
621
.439
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM18.0
20.00
0.05 1.50 3.45 0.60 5.16 5.15 0.60 3.50
EXISTING WATERWAY
1 in 8
1 in 40.4 1 in 1001 in 9.2
17.73
820
.688
20.53
7
20.74
220
.610
20.46
2
21.74
220
.511
20.45
2
24.95
020
.103
20.10
3
1 in 8.21 in 100
1 in 7.4
13.05
721
.155
21.08
9
16.14
421
.069
21.01
2
17.14
420
.966
21.00
2
24.95
019
.945
19.94
5
1 in 10.2
1 in 41.2 1 in 1001 in 3.9
17.96
220
.042
20.28
7
20.96
219
.967
20.21
4
21.96
219
.836
20.20
4
24.95
019
.443
19.44
31:100 H 1:50 V @ A1
HORIZONTAL
0 50.5VERTICAL
4321
0 1086421Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 203 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSOCONNOR AVENUE(SHEET 1 OF 2)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
12 21
STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
LBL
RBL
LTPCH 637.834
1 in 3 1 in 50 1 in 33.41 in 33.3 1 in 33.3
1 in 29.5
-11.5
0021
.288
21.59
8
-10.7
5021
.294
21.34
8-1
0.700
21.29
421
.348
-9.20
021
.305
21.31
8
-3.80
021
.317
21.15
7-3
.200
21.31
821
.047
0.000
21.32
421
.143
3.200
21.32
921
.047
3.800
21.33
021
.157
9.250
21.35
421
.342
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM18.0
LBL
RBL
LTPCH 661.434
1 in 3 1 in 50 1 in 33.41 in 33.3 1 in 33.3
1 in 29.5
-11.5
0021
.017
21.50
4
-10.7
5021
.027
21.25
4-1
0.700
21.02
821
.254
-9.20
021
.049
21.22
4
-3.80
021
.064
21.06
2-3
.200
21.06
520
.952
0.000
21.07
021
.048
3.200
21.07
520
.952
3.800
21.07
621
.062
9.250
21.13
021
.247
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM19.0
LBL
RBL
CH 686.983 LIMIT OF WORKS
1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3
1 in 14.4
-11.5
0020
.717
21.40
2
-10.7
5020
.708
21.15
2-1
0.700
20.70
821
.152
-9.20
020
.698
21.12
2
-5.75
020
.474
20.90
2-5
.150
20.51
220
.792
-3.50
020
.726
20.84
1
0.000
20.85
820
.946
3.500
20.90
520
.841
5.150
20.93
020
.792
5.750
20.93
720
.902
9.250
20.97
521
.145
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM19.0
20.00
0.05 1.50 3.45 0.60 5.16 5.15 0.60 3.50
EXISTING WATERWAY
1 in 10.91 in 42 1 in 100
1 in 6.5
12.65
020
.897
21.03
1
15.72
920
.809
20.95
7
16.72
920
.717
20.94
7
24.95
019
.686
19.68
6
1 in 41.4 1 in 100
1 in 4.2
16.69
620
.437
20.67
1
19.71
420
.355
20.59
8
20.71
420
.238
20.58
8
24.95
019
.570
19.57
0
1 in 10.2
1 in 41.2 1 in 1001 in 3.9
17.96
220
.042
20.28
7
20.96
219
.967
20.21
4
21.96
219
.836
20.20
4
24.95
019
.443
19.44
3
1:100 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 1086421Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 204 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSOCONNOR AVENUE(SHEET 2 OF 2)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
13 21
STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
302
301
313
314
S
S
S
S
S
SS
S
S
S
S
S
312
16.00
4.050.60
3.203.20
0.602.80
1.500.05
E 8264.663N 81610.105
E 8282.444N 81616.819
MEYE
R CR
ESCE
NT
C1
C2
C3
C4
D1
D2
R9.4
R10.6
R41.35R34.95
LTPCH124.011
LTPCH134.113
RTPCH117.408
RTPCH140.716
TPCH112.768
22.9
22.9
23.023.0
23.0
23.0
23.0
23.1
23.1 23.1
23.223.2
23.2
23.2
23.3
23.3
23.323.3
23.3
ExS
0.05
1.50
2.80
0.60
3.20
2.90
0.90
2.50
16.00
m
1.50
0.05
309
320
323
324
325
SS
SS
SS
S
SS
SS
SS
SS
SS
0.05
1.50
2.80
0.60
3.20
2.90
0.90
2.50
16.00
m1.5
00.0
5
16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
E 8255.891N 81501.036
E 8275.124N 81501.363
CARCOOLA RISE
MEYE
R CR
ESCE
NT
A1
A2
A3
B1
B2
R8.6 R8.6
RTPC
H249
.762
TPCH11.801
RTPC
H226
.162
22.3 22.3
22.3
22.4 22.4 22.422.4
22.4
22.4
22.422.4
22.4
22.4
22.5
22.5
22.5
22.522.522.5
22.5
22.5
22.5 22.5
22.5
22.5
22.6
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l
NBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-300-INT.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 300 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380INTERSECTION DETAILS(SHEET 1 OF 2)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TACTILES UPDATED 08.10.20 LM DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
14 21
H
STORMWATER DRAIN, PIT & PROPERTY INLET
SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINTACTILE PAVERS (INDICATIVE ONLY)EXISTING HOUSE DRAINRETAINING WALLPAVEMENT TREATMENTCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY
H
S
LEGEND
MELBOURNE WATER DRAIN & PIT
1:200 H 1:20 V @ A1HORIZONTAL
0 20.2VERTICAL
1.61.20.80.4
0 201612842
CH0.000
CH13.588CH22.148
RL22.437
RL22.335RL22.463
-0.5% -0.75% 1.5% 0.5%VERTICAL GEOMETRY
L= 5m VC L= 3m VC
0.000
22.00
222
.437
A1
10.00
021
.989
22.36
211
.088
21.99
022
.354
13.50
821
.996
22.34
9
A2
13.58
821
.996
22.34
9
16.08
821
.997
22.37
2
20.00
021
.988
22.43
120
.648
21.98
722
.441
22.14
821
.984
22.45
9
23.64
821
.981
22.47
123
.654
21.98
122
.471
A3
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE A
CH0.000CH13.509RL22.42RL22.319
-0.5% -0.75% -0.5%VERTICAL GEOMETRY
0.000
21.96
122
.420
B1
10.00
021
.899
22.34
5
13.50
921
.874
22.31
9
B2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE B
CH0.000
CH29.965
RL22.948
RL23.181
1% 0.78% 0.5%VERTICAL GEOMETRY
0.000
22.50
422
.948
C1
7.600
22.55
223
.007
C2
10.00
022
.568
23.02
6
20.00
022
.622
23.10
4
22.36
522
.624
23.12
2
C3
29.96
522
.641
23.18
1
C4
30.00
023
.181
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE C
CH4.163
CH12.488
RL23.16
RL22.99
-0.5% -2.05% -1%VERTICAL GEOMETRY
L= 8.33m VC L= 8.33m VC
0.000
22.58
923
.181
D1
4.163
22.57
423
.144
8.325
22.56
423
.075
10.00
022
.558
23.04
2
12.48
822
.546
23.00
1
16.65
022
.518
22.94
8
D2
20.00
022
.915
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE D
ALIGNMENT A
Point no Easting Northing RL A1 8254.601 81496.522 22.437 A2 8264.314 81503.841 22.349 A3 8265.726 81513.888 22.471
Curve no I Radius Arc A B X Y l Mid point RL A1 - A2 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 22.386
ALIGNMENT B
Point no Easting Northing RL B1 8270.652 81502.952 22.420 B2 8277.972 81493.238 22.319
Curve no I Radius Arc A B X Y l Mid point RL B1 - B2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 22.369
ALIGNMENT C
Point no Easting Northing RL C1 8271.569 81606.280 22.948 C2 8268.698 81613.317 23.007 C3 8273.852 81625.572 23.122 C4 8280.889 81628.442 23.181
Curve no I Radius Arc A B X Y l Mid point RL C2 - C3 90.000 9.400 14.765 2.753 2.038 3.597 3.050 3.691 23.065
ALIGNMENT D
Point no Easting Northing RL D1 8283.306 81622.516 23.181 D2 8277.495 81608.698 22.948
Curve no I Radius Arc A B X Y l Mid point RL D1 - D2 90.000 10.600 16.650 3.105 2.298 4.056 3.439 4.163 23.075
H
H
H
350
342
341
SS
S
16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
E 8334.735N 81343.535
E 8353.968N 81343.862
OCONNOR AVENUE
CARC
OOLA
RIS
E
G1
G2
G3
H1
H2
R8.6 R8.6
TPCH11.801
LTPC
H63
7.834
TPCH
661.4
34
20.00
3.500.6
0
1.65
3.50
3.50
0.60 3.4
51.5
00.0
5
20.00
3.50
0.60
1.65
3.50
3.20 0.6
05.4
01.5
00.0
5
1.65
20.9 20.9
20.9
20.9
21.0
21.0
21.0
21.0
21.021.021.021.021.0
21.0
21.1 21.1 21.1 21.1 21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.2
21.221.2
21.2
21.2
0.05
1.50
2.50
0.60
3.20
3.20
0.60
2.80
16.00
m
16.00
0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05
1.50
0.05
328
347
348
339
SS
S
SS
SS
S
SS
SS
SS
S
SS
16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05E 8348.703N 81421.348
E 8343.087N 81402.951
FAVERO STREET
E1
E2
E3
F1
F2
CARC
OOLA
RIS
E
R8.6
R8.6
LTPCH66.799
LTPCH90.399
TPCH
168.2
01
21.421.4
21.4
21.4
21.5 21.5
21.5
21.521.5
21.5
21.5
21.5
21.5
21.5
21.5
21.6
21.6
21.6
21.621.6
21.6
21.621.621.6
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l
NBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-300-INT.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 301 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380INTERSECTION DETAILS(SHEET 2 OF 2)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TACTILES UPDATED 08.10.20 LM DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
15 21
H
STORMWATER DRAIN, PIT & PROPERTY INLET
SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINTACTILE PAVERS (INDICATIVE ONLY)EXISTING HOUSE DRAINRETAINING WALLPAVEMENT TREATMENTCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY
H
S
LEGEND
MELBOURNE WATER DRAIN & PIT
1:200 H 1:20 V @ A1HORIZONTAL
0 20.2VERTICAL
1.61.20.80.4
0 201612842
E1 E2 E3
CH13.509RL21.479
0.62% 0.62% 0.56%VERTICAL GEOMETRY
0.000
21.46
821
.394
F1
10.00
021
.510
21.45
7
13.50
921
.517
21.47
9
F2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE F
G1 G2 G3
CH0.000CH13.509RL21.054RL20.952
-0.62% -0.75% -0.4%VERTICAL GEOMETRY
0.000
21.15
721
.054
H1
10.00
021
.103
20.97
9
13.50
921
.065
20.95
2
H2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE H
ALIGNMENT E
Point no Easting Northing RL E1 8334.079 81415.375 21.534 E2 8343.982 81413.983 21.440 E3 8353.695 81421.303 21.541
Curve no I Radius Arc A B X Y l Mid point RL E2 - E3 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 21.490
ALIGNMENT F
Point no Easting Northing RL F1 8350.410 81397.933 21.394 F2 8343.090 81407.646 21.479
Curve no I Radius Arc A B X Y l Mid point RL F1 - F2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.437
ALIGNMENT G
Point no Easting Northing RL G1 8333.041 81336.149 21.047 G2 8342.754 81343.468 20.976 G3 8344.146 81353.371 21.113
Curve no I Radius Arc A B X Y l Mid point RL G1 - G2 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 21.006
ALIGNMENT H
Point no Easting Northing RL H1 8349.092 81342.579 21.054 H2 8356.412 81332.865 20.952
Curve no I Radius Arc A B X Y l Mid point RL H1 - H2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.003
CH0
CH9.721
CH23.508RL21.534
RL21.437
RL21.541
-0.56% -1% 0.75% 0.62%VERTICAL GEOMETRY
L= 5m VC
0.000
21.58
721
.534
7.221
21.59
721
.462
9.721
21.59
721
.448
10.00
021
.597
21.44
8
12.22
121
.601
21.45
6
20.00
021
.628
21.51
4
23.50
821
.640
21.54
1
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE E
CH0CH14.108
CH21.007
RL21.047RL20.962
RL21.1
-0.4% -0.6% 2% 0.62%VERTICAL GEOMETRY
L= 5m VC L= 5m VC0.0
0021
.318
21.04
7
10.00
021
.263
20.98
7
11.60
821
.248
20.97
7
13.50
821
.232
20.97
514
.108
21.22
720
.978
16.60
821
.207
21.01
2
18.50
721
.191
21.05
0
20.00
021
.179
21.07
721
.007
21.17
021
.092
23.50
721
.150
21.11
623
.508
21.15
021
.116
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE G
307
306
305
304
303
302
301
310
311
313
314
315
316
317
318
319
308
309
320
321
332
331
330
329
333
322
323
324
325
326
328
312
327
FUTURESTAGE 4
EXISTINGSTAGE 2
CARCOOLA RISE
MEYE
R CR
ESCE
NT
MEYER CRESCENT
G9-20
D4-5
G2-3
MEYER CRESCENT
CARCOOLA RISE
INSTALL PSM
D4-1-2A
W5-10
W8-2
20
G9-20
D4-5
G9-20
D4-5
332
331
330
329
333
328
347
348
349
351
350
346
345
344
343
342
341
340
339
338
337
336
335
334
FUTURESTAGE 4
EXISTINGSTAGE 2
OCONNOR AVENUE
FAVERO STREET
CARC
OOLA
RIS
E
W5-10
W8-2
20
G2-3
FAVERO STREET
CARCOOLA RISE
G2-3
CARCOOLA RISE
OCONNOR AVENUE
INSTALL PSM
INSTALL PSM
R1-2
W8-2
W5-10
20
W5-10
W8-2
20
W8-2
W5-10
20
D4-5
G9-20
D4-5
N1:500 @ A10 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-350-LMP.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 350 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380LINEMARKING & SIGNAGE PLAN
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TACTILES UPDATED 08.10.20 LM DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
16 21
FOR CONTINUATION SEE ABOVE RIGHT
FOR CONTINUATION SEE BELOW LEFT
NOTES1. RRPM'S AT MAX 6m SPACING.2. LINEMARKING TO BE EXTENDED AT LEAST 6m
FROM THE TANGENT POINT3. LINEMARKING IN ACCORDANCE WITH AS1742.4. TGSI TO BE INSTALLED IN ACCORDANCE WITH
VICROADS RDN 06-06 - JULY 20105. ALL STREET NAME SIGNS AT INTERSECTIONS TO
INCLUDE RELEVENT STREET NUMBERING.6. ALL LINE MARKING PAINT SHALL BE LONG LIFE
TYPE. LATERAL WORKS AND ARROWS BEING COLDAPPLIED PLASTIC TROWELLED INTO PLACE(MATERIAL DEGADUR PLASTELINE) ANDLONGITUDINAL LINES BEING EXTRUDEDTHERMOPLASTIC MATERIAL.
14.0
750Ø
1 in 438
0.4610.532
1.2
(24.449)
21.27
021
.368
0.000
18.87
018
.937
2.498
2.431
19.35
5
600Ø
1 in 222
0.4020.4121.46
(24.800)
21.46
521
.520
24.44
918
.993
19.04
32.5
272.4
7719
.492
3-01
600Ø
1 in 222
0.4110.4121.46
(53.338)
21.64
221
.673
49.24
919
.155
19.20
52.5
192.4
6919
.627
19.66
5
3-02
900Ø
1 in 400
0.8220.9061.42
(11.760)
21.81
721
.986
102.5
8819
.445
19.49
52.5
422.4
9219
.933
20.06
820
.061
3-03
750Ø
1 in 250
0.6250.7041.59
(22.465)
21.78
822
.048
114.3
4719
.524
19.57
42.5
242.4
7420
.131
20.15
9
3-04
750Ø
1 in 250
0.6340.7041.59
(49.802)
21.82
022
.191
136.8
1319
.664
19.71
42.5
272.4
7720
.230
20.25
7
3-05
750Ø
1 in 270
0.6270.6781.53
(12.553)21
.864
22.44
018
6.615
19.91
319
.963
2.527
2.477
20.46
920
.533
3-06
750Ø
1 in 300
0.6100.6431.46
(15.450)
21.95
722
.555
199.1
6820
.010
20.06
02.5
452.4
9520
.580
20.67
220
.670
3-07
750Ø
1 in 300
0.5610.6431.46
(11.330)
21.94
522
.632
214.6
1820
.111
20.16
12.5
212.4
7120
.715
20.80
620
.803
3-08
750Ø
1 in 300
0.5770.6431.46
(56.724)
22.01
722
.667
225.9
4820
.199
20.24
92.4
682.4
1820
.826
20.88
820
.887
3-09
750Ø
1 in 300
0.5520.6431.46
(19.064)
22.34
522
.951
282.6
7220
.438
20.48
82.5
132.4
6321
.024
21.06
9
3-10
750Ø
1 in 300
0.5510.6431.46
(22.090)
22.48
223
.057
301.7
3620
.551
20.60
12.5
062.4
5621
.116
21.13
6
3-11
22.61
423
.300
323.8
2620
.675
20.72
52.6
252.5
7521
.209
21.23
0
3-12
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
FUTUREROAD
FUTURECARCOOLA RISE
MEYERCRESCENTFAVERO STREET
X2-39
CRB
750Ø
1 in 347
0.5360.5981.35
(15.314)
22.66
622
.390
339.1
4020
.769
1.621
21.31
621
.365
3-13
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 400 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 1 OF 4)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
17 21
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
DENOTES 20mm CLASS 3FCR BACKFILL.
NOTES:ALL STORMWATER DRAINS UP TO ANDINCLUDING 750mm DIA. ARE TO BE CLASS 2R.R.J. PIPES UNLESS NOTED OTHERWISE.
15.0
300Ø
1 in 200
0.0200.0680.97
(11.050)
22.61
423
.300
0.000
20.67
521
.282
2.625
2.018
21.20
921
.230
21.38
9
3-12
300Ø
1 in 100
0.0140.0971.37
(11.402)
22.63
123
.266
11.05
021
.338
21.38
81.9
281.8
7821
.448
21.45
521
.466
3-14
300Ø
1 in 133
0.0100.0841.19
(46.979)
22.58
223
.313
22.45
221
.502
21.55
21.8
121.7
6221
.592
21.59
621
.621
3-15
300Ø
1 in 66.7
0.0050.1181.68
(8.500)
22.83
623
.548
69.43
121
.904
21.95
41.6
441.5
9421
.979
21.98
121
.996
3-16
22.85
123
.546
77.93
122
.081
1.464
22.13
422
.136
3-17
15.0
300Ø
1 in 50
0.0040.1371.94
(8.500)
22.48
223
.057
0.000
20.55
121
.121
2.506
1.936
21.11
621
.136
21.15
7
3-11
22.49
923
.059
8.500
21.29
11.7
6821
.339
21.34
0
3-18
15.0
300Ø
1 in 50
0.0050.1371.94
(8.499)
22.34
522
.951
0.000
20.43
821
.115
2.513
1.836
21.02
421
.069
21.15
2
3-10
22.35
622
.953
8.499
21.28
51.6
6821
.335
21.33
7
3-19
14.0
300Ø
1 in 100
0.0210.0971.37
(8.499)
21.95
722
.555
0.000
20.01
020
.830
2.545
1.725
20.58
020
.672
20.92
6
3-07
300Ø
1 in 62.6
0.0120.1221.73
(11.528)
22.00
422
.494
8.499
20.91
520
.965
1.579
1.529
21.02
621
.037
3-20
225Ø
1 in 50
0.0050.064
1.6
(14.700)
22.00
822
.571
20.02
721
.149
21.22
41.4
231.3
4821
.230
21.23
521
.265
3-21
22.09
022
.645
34.72
721
.518
1.127
21.57
321
.578
3-22
15.0
300Ø
1 in 100
0.0640.0971.37
(30.600)
21.94
522
.632
0.000
20.11
121
.162
2.521
1.469
20.71
520
.806
21.34
0
3-08
300Ø
1 in 161
0.0670.0761.08
(44.491)
21.92
622
.615
30.60
021
.468
21.51
81.1
471.0
9721
.665
21.77
521
.752
3-23
300Ø
1 in 70.5
0.0440.1151.63
(28.012)
22.20
722
.899
75.09
121
.796
21.84
61.1
031.0
5322
.012
22.08
8
3-24
225Ø
1 in 178
0.0320.0340.85
(16.702)
22.45
823
.078
103.1
0322
.243
22.31
80.8
350.7
6022
.405
22.41
922
.468
3-25
225Ø
1 in 178
0.0290.0340.85
(29.990)
22.58
923
.210
119.8
0522
.412
22.46
20.7
990.7
4922
.588
22.61
722
.616
3-26
22.89
923
.402
149.7
9522
.630
22.68
00.7
720.7
2222
.793
22.87
2
3-27
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
MEYERCRESCENT
MEYERCRESCENT
MEYERCRESCENT
MEYERCRESCENT
MEYERCRESCENT
CRB CRB CRB CRB CRB
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 401 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 2 OF 4)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
18 21
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
DENOTES 20mm CLASS 3FCR BACKFILL.
NOTES:ALL STORMWATER DRAINS UP TO ANDINCLUDING 750mm DIA. ARE TO BE CLASS 2R.R.J. PIPES UNLESS NOTED OTHERWISE.
16.0
225Ø
1 in 86.9
0.0040.0481.21
(10.013)
22.58
923
.210
0.000
22.41
222
.462
0.799
0.749
22.58
822
.617
22.61
6
3-26
22.58
123
.308
10.01
322
.577
0.731
22.62
922
.633
3-28
14.0
300Ø
1 in 100
0.0050.0971.37
(8.528)
21.86
422
.440
0.000
19.91
320
.685
2.527
1.755
20.46
920
.533
20.73
4
3-06
21.85
022
.439
8.528
20.77
11.6
6920
.826
20.82
8
3-29
14.0
300Ø
1 in 33.7
0.0490.1672.36
(25.900)
21.58
721
.738
0.000
20.26
020
.310
1.478
1.428
20.47
620
.539
20.53
6
3-35
300Ø
1 in 133
0.0510.0841.19
(39.500)
21.62
422
.109
25.90
021
.077
21.12
71.0
320.9
8221
.249
21.31
421
.300
3-30
225Ø
1 in 119
0.0270.0411.03
(51.003)
21.63
522
.306
65.40
021
.423
21.49
80.8
830.8
0821
.598
21.64
2
3-31
21.91
622
.742
116.4
0321
.926
0.816
22.06
422
.214
3-32
13.0
300Ø
1 in 80
0.0920.1081.53
(11.525)
21.46
521
.520
0.000
18.99
319
.703
2.527
1.817
19.49
219
.916
3-01
300Ø
1 in 100
0.0850.0971.37
(8.500)
21.50
421
.614
11.52
519
.847
19.89
71.7
671.7
1720
.083
20.16
9
3-33
300Ø
1 in 100
0.0770.0971.37
(22.751)
21.60
921
.586
20.02
519
.982
20.03
21.6
041.5
5420
.209
20.40
220
.366
3-34
300Ø
1 in 200
0.0320.0680.97
(58.953)
21.58
721
.738
42.77
620
.260
20.31
01.4
781.4
2820
.476
20.53
920
.536
3-35
300Ø
1 in 200
0.0050.0680.97
(8.502)
21.61
122
.065
101.7
2820
.604
20.65
41.4
611.4
1120
.748
20.82
620
.825
3-36
21.47
422
.068
110.2
3020
.697
1.371
20.82
520
.827
3-37
FAVEROSTREET
FAVEROSTREET
CRBCRB
CARCOOLARISE
CRB
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
FAVEROSTREET
FAVEROSTREET
CRB
1:500 H 1:50 V @ A1HORIZONTAL
0 50.5VERTICAL
4321
0 50403020105Beveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 402 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 3 OF 4)
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
19 21
LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE
DENOTES 20mm CLASS 3FCR BACKFILL.
NOTES:ALL STORMWATER DRAINS UP TO ANDINCLUDING 750mm DIA. ARE TO BE CLASS 2R.R.J. PIPES UNLESS NOTED OTHERWISE.
13.0
300Ø
1 in 181
0.0250.0721.02
(8.500)
20.93
821
.318
0.000
18.69
420
.121
2.624
1.197
20.24
2
225Ø
1 in 61.5
0.0190.0571.44
(34.600)
21.21
121
.371
8.500
20.16
820
.243
1.203
1.128
20.29
120
.308
20.33
2
3-38
225Ø
1 in 178
0.0200.0340.85
(25.000)
21.05
921
.601
43.10
020
.806
20.85
60.7
950.7
4520
.920
20.95
120
.972
3-39
21.37
521
.723
68.10
020
.996
0.727
21.12
021
.207
3-40
13.0
300Ø
1 in 65
0.0070.120
1.7
(8.489)
21.13
821
.189
0.000
18.76
719
.610
2.422
1.579
19.66
0
21.23
421
.119
8.489
19.74
11.3
7819
.805
19.80
9
3-41
13.0
300Ø
1 in 32.5
0.0100.170
2.4
(11.152)
21.34
021
.196
0.000
18.74
519
.347
2.451
1.849
19.39
6
21.38
321
.171
11.15
219
.690
1.481
19.76
419
.771
3-42
PIPE CHAINAGE
EXISTING SURFACE
FINISHED SURFACE
INVERT LEVEL
H.G.L
DEPTH TO INVERT
PIPE GRADE
PIPE SIZE (mm)
DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)
(Reach Length)
DATUM
OCONNORAVENUE
CARCOOLARISE
X2-38 X2-37 X1-10
CRB CRB CRB
NOT TO SCALEBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 403 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 4 OF 4)AND PIT SCHEDULE
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
20 21
PIT 3-03 DETAILSCALE 1:50 (A1)
FS 22.00
IL 19.462 IL 19.512
900Ø675Ø
IL 19.462
600Ø
TOP OF WEIR WALL RL 20.137
FUTURE ROAD PAVEMENT& B2 KERB
150
1588
1113
150 1501950
1050
825
250
888
750
225
150 1501350
225
897
851
202
150
150
1950
150
154
923
269 1
54
600Ø
IL19.46
900Ø
IL19.51
675ØIL19.46
726
150
288
336
150
SECTION A-ASCALE 1:50 (A1)
SECTION B-BSCALE 1:50 (A1)
A
A
B
B
FS 22.06
IL 19.542IL 19.592
FUTURE ROAD PAVEMENT& B2 KERB
1844
FS 22.06
900Ø750ØIL 19.749
450ØIL 20.142
300Ø
1200
225
325
150
750 1050
150150 150 737 763
150
173
150
779
398
150
247
150
922
181
150 1501650
1619
150
644
744
975 150
CC
IL 19.749450Ø
D
D
150 1501350
225
850
900Ø
IL19.542750Ø
IL19.592
300Ø
IL20.1
42
450ØIL19.749
SECTION C-CSCALE 1:50 (A1)
SECTION D-DSCALE 1:50 (A1)
IL 19.592750Ø
PIT 3-04 DETAILSCALE 1:50 (A1)
AS SHOWNBeveridge Williams
Scale
Project Ref Drawing No Rev
Project
DrawingTitle
Drawn
DesignedDate
ApprovedDate Stage No
PS Number
Details
K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg
© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted
ofSheet
REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.
AS CONSTRUCTED
1101438 03 404 X
SMITHS LANESTAGE 03CITY OF CASEY, R5380PIT DETAILS
C.DAWSON10.07.2019
L.SUTHERLAND
D.BELTON--
PS830146R
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB
A ISSUED FOR CONSTRUCTION 26.03.20 CD DB
X AS CONSTRUCTED ISSUE 13.11.20 NT LM
21 21