SMITHS LANE, STAGE 10
Transcript of SMITHS LANE, STAGE 10
DRAINAGE RESERVE
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5
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OCONNOR AVENUE
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SITE OF WORKS
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9 13
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ALEXANDER BOULEVARD
DRAINAGE RESERVE
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NOT TO SCALE 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 10\Drawings\1101438-10-001-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.
FOR CONSTRUCTION
1101438 10 001 D
SMITHS LANESTAGE 10CITY OF CASEY, R5501COVER SHEET
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE & PIT SCHEDULE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB DRAWINGS 011, 204 AND 404 UPDATED 10.12.20 MS LMC DRAWINGS 010, 011, 401, 402, AND 404 UPDATED 10.02.21 CD LM
D DRAWINGS 010, 011, 401, 402, AND 404 UPDATED 12.02.21 CD LM
01 25
SMITHS LANE, STAGE 10MIRVAC
CITY OF CASEY
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.
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.
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.
DRAWING INDEXDRAWING No. TITLE REVISION1101438-10-001 COVER SHEET D
1101438-10-002 PAVEMENT DETAILS A
1101438-10-003 TYPICAL CROSS SECTIONS A
1101438-10-010 LAYOUT PLAN (SHEET 1 OF 2) B
1101438-10-011 LAYOUT PLAN (SHEET 2 OF 2) D
1101438-10-100 ROAD LONGITUDINAL SECTIONS BURNBANK PARADE A
1101438-10-101 ROAD LONGITUDINAL SECTIONS SPECTRUM CRESCENT A
1101438-10-102 ROAD LONGITUDINAL SECTIONS SUNLIGHT AVENUE AND INCLUSION ROAD A
1101438-10-103 ROAD LONGITUDINAL SECTIONS PRAISE STREET AND RESPECT AVENUE A
1101438-10-104 ROAD LONGITUDINAL SECTIONS OVENS PLACE AND SEAMILL LANE A
1101438-10-200 ROAD CROSS SECTIONS BURNBANK PARADE A
1101439-10-201 ROAD CROSS SECTIONS BURNBANK PARADE A
1101440-10-202 ROAD CROSS SECTIONS SPECTRUM CRESCENT A
1101441-10-203 ROAD CROSS SECTIONS SUNLIGHT AVENUE AND INCLUSION ROAD A
1101442-10-204 ROAD CROSS SECTIONS PRAISE STREET, RESPECT AVENUE OVENS PLACE & SEAMILL LANE B
1101438-10-300 INTERSECTION DETAILS (SHEET 1 OF 4) A
1101438-10-301 INTERSECTION DETAILS (SHEET 2 OF 4) A
1101438-10-302 INTERSECTION DETAILS (SHEET 3 OF 4) A
1101438-10-303 INTERSECTION DETAILS (SHEET 4 OF 4) A
1101438-10-350 LINEMARKING & SIGNAGE PLANS A
1101438-10-400 DRAINAGE LONGITUDINAL SECTIONS (SHEET 1 OF 4) A
1101438-10-401 DRAINAGE LONGITUDINAL SECTIONS (SHEET 2 OF 4) C
1101438-10-402 DRAINAGE LONGITUDINAL SECTIONS (SHEET 3 OF 4) C
1101438-10-403 DRAINAGE LONGITUDINAL SECTIONS (SHEET 4 OF 4) A
1101438-10-404 PIT SCHEDULE D
SITE PLANNOT TO SCALE
MELWAY REF: TBC
15 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
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.
TYPE 1: SPECTRUM CRESCENT, RESPECT AVENUE,PRAISE STREET, INCLUSION ROAD & SUNLIGHT AVENUE
TOTAL MINIMUM DEPTH 390mmDESIGN CBR = 4.0%
WEARING COURSE: 30mm DEPTH OF SIZE10mm TYPE L ASPHALT Class 320 BINDERBASE COURSE: 30mm DEPTH SIZE 10mmTYPE N ASPHALT Class 320 BINDER
BASE: 130mm DEPTH OF 20mmCLASS 2 CRUSHED ROCK
PRIMERSEAL
EXISTING SUB GRADE
SUBGRADE STABILISATION IF CBR<4.5% (SILTYCLAY AND SANDY CLAY OF BAXTER FORMATION)(SILTY SAND AND SAND OF DUNE SAND)
BASE: 130mm DEPTH OF 20mmCLASS 2 CRUSHED ROCK
SUBBASE: 200mm DEPTH OF 40mmCLASS 3 CRUSHED ROCK
TYPE 3: SEAMILL LANE & OVENS PLACETOTAL MINIMUM DEPTH 350mm
DESIGN CBR = 4.0%
BASE COURSE: 30mm DEPTH SIZE 10mm TYPE NASPHALT Class 170 BINDER
BASE: 140mm 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
WEARING COURSE: 20mm DEPTH OF SIZE 7mm TYPE LASPHALT Class 170 BINDER
TYPE 2: BURNBANK PARADETOTAL MINIMUM DEPTH 390mm
DESIGN CBR = 4.0%
INTERMEDIATE COURSE: 75mm DEPTH SIZE20mm TYPE SI ASPHALT WITH CLASS 320 BINDER
EXISTING SUB GRADE
PRIMERSEAL
BASE COURSE: 75mm DEPTH SIZE 20mm TYPE SIASPHALT WITH CLASS 320 BINDER
SUBBASE: 200mm DEPTH OF 40mmCLASS 3 CRUSHED ROCK
WEARING COURSE: 40mm DEPTH OF SIZE 14mmTYPE H ASPHALT WITH CLASS 320 BINDER
SUBGRADE STABILISATION IF CBR<4.5% (SILTYCLAY AND SANDY CLAY OF BAXTER FORMATION)(SILTY SAND AND SAND OF DUNE SAND)
R500
INVERT CHANNEL (INV)SCALE 1:10
600
150
300 300
150
MIN
40
LINE OF KERB
25 CHAMFER
600
R225
R75
R15
150 M
IN12
5
9
15 CHAMFER110 190
LINE OF KERB
SM3 KERB DETAILSCALE 1:10
A
A
START OF RAMP
0.20m
0.20m
0.50m
0.50m
0.20m
0.20m
1.00m
4.00
1.50
1.50
6.40
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
S500 KERB AND CHANNELS500 KERB AND CHANNEL
BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE
TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATINGAPPLIED.
C
C
START OF RAMP
0.20m
0.20m
0.50m
0.50m
0.20m
0.20m
1.00m
4.00
1.50
1.50
6.40
RAISED BICYCLE CROSSING DETAIL
LIP O
F KE
RB
BACK
OF
KERB
D D
TOP OF SPEED HUMP TO HAVEGREEN COLOURED OMNI GRIPCST COATING APPLIED.
7.00
0.075
SECTION D-DNOT TO SCALE
PAVEMENT AS SPECIFIED
3.001.50 1.50SLOPE 1 IN 20
0.075
SECTION C-CNOT TO SCALE
SLOPE 1 IN 20
PAVEMENT AS SPECIFIED
300 EDGE STRIP300 EDGE STRIP
BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE
NOT TO SCALE
TOP OF SPEED HUMP TOHAVE RED COLOURED OMNIGRIP CST COATING APPLIED.
TOP OF SPEED HUMP TO HAVEGREEN COLOURED OMNI GRIPCST COATING APPLIED.
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
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 10\Drawings\1101438-10-002-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.
FOR CONSTRUCTION
1101438 10 002 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501PAVEMENT DETAILS
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
02 25
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
NATURESTRIP2.80
TRAFFIC LANE3.65
TRAFFIC LANE3.65
CARRIAGEWAY7.30FOOT
PATH
PROP
ERTY
BOU
NDAR
Y
BEHIND KERBDRAINAGEDRAINAGE
1.00SEWER
DESI
GN LI
NE
16.0m ROAD RESERVESPECTRUM CRESCENT, SUNLIGHT AVENUE,
RESPECT AVENUE, PRAISE STREET,INCLUSION ROAD
SCALE 1:100
MIN 1 in 30MAX 1 in 12
0.60600 B2
0.60600 B2
1 in 50
OPTIC FIBRE
ELECTRICITY
1.500.05
FOOTPATH
PROP
ERTY
BOUN
DARY
2.60
1.85
1.00 SEWER
MIN 1 in 30MAX 1 in 12
ROAD RESERVE16.00
NATURESTRIP2.50
VERGE4.50
VERGE4.20
2.252.70
3.20
VERGE2.95
TRAFFICLANE1.75
TRAFFICLANE1.75
CARRIAGEWAY3.50
1 in 40
PARKINGBAY2.10
ACCESS ROAD RESERVE12.00
1 in 40 1 in 40
NON DRINKING WATER
DRINKING WATER
GAS
OPTIC FIBRE
ELECTRICITY1.25
0.50DRAINAGE UNDERCENTRAL INVERT
DESI
GN LI
NE
12.0m ROAD RESERVEOVENS PLACE
SCALE 1:100
0.80SEWER
MIN 1 in 30MAX 1 in 12MIN 1 in 30
MAX 1 in 12
600 INV0.60
VERGE1.90
1 in 50
FOOTPATH1.50
0.05
PROP
ERTY
BOUN
DARY
PROP
ERTY
BOUN
DARY
1 in 50
1.00
1 in 50
1.002.25
2.703.20
ROAD RESERVE25.00
3.00 SHARED PATH3.00
NATURESTRIP2.75
0.60600 B2
PARKING BAY2.10
TRAFFIC LANE3.50
TRAFFIC LANE3.50
PARKING BAY2.10
NATURESTRIP3.20
FOOTPATH1.50
0.05
CARRIAGEWAY11.20
VERGE8.75
VERGE4.75
MIN 1 in 30MAX 1 in 12
MIN 1 in 30MAX 1 in 12
BEHIND KERBDRAINAGE
BEHIND KERBDRAINAGE
0.60600 B2
25.0m ROAD RESERVEBURNBANK PARADE
(WITH PARKING BAYS)SCALE 1:100
1 in 30 1 in 30
2.601.85
6.70
SEWER
0.90
MIN
NON DRINKING WATER (MIN 0.6m COVER)DRINKING WATER (MIN 0.6m COVER)
GAS (MIN 0.6m COVER)SEWER
0.60
MIN
90mm IRRIGATION
1 in 501 in 50
ROAD RESERVE25.00
SHARED PATH3.00
NATURESTRIP4.70
TRAFFIC LANE3.65
TRAFFIC LANE3.65
NATURESTRIP5.15
FOOTPATH1.50
0.05
CARRIAGEWAY7.30
VERGE10.70
VERGE6.70
MIN 1 in 30MAX 1 in 12
MIN 1 in 30MAX 1 in 12
BEHIND KERBDRAINAGE
BEHIND KERBDRAINAGE
0.60600 B2
25.0m ROAD RESERVEBURNBANK PARADE
SCALE 1:100
0.60600 B2
1 in 30 1 in 30
1.00
2.601.85
6.7090mm IRRIGATION
OPTIC FIBRE (MIN 0.9m COVER)ELECTRICITY (MIN 0.9m COVER)
SEWER
0.90
MIN
1.002.25
2.703.20
NON DRINKING WATER (MIN 0.6m COVER)DRINKING WATER (MIN 0.6m COVER)
GAS (MIN 0.6m COVER)SEWER
0.60
MIN
NATURESTRIP3.00
VERGE0.50
TRAFFICLANE3.00
TRAFFICLANE3.00
CARRIAGEWAY6.00
1 in 40
LANEWAY RESERVE8.00
1 in 40
DRAINAGE UNDERCENTRAL INVERT
DESI
GN LI
NE
8.0m ROAD RESERVESEAMILL LANE
SCALE 1:100
600 INV0.60
EDGE STRIP0.30
EDGE STRIP0.30
VERGE1.50
PROP
ERTY
BOUN
DARY
PROP
ERTY
BOUN
DARY
EDGE STRIP0.30
EDGE STRIP0.30
PROP
ERTY
BOU
NDAR
Y
PROP
ERTY
BOUN
DARY
PROP
ERTY
BOU
NDAR
Y
PROP
ERTY
BOUN
DARY
OPTIC FIBRE (MIN 0.9m COVER)ELECTRICITY (MIN 0.9m COVER)
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 10\Drawings\1101438-10-002-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.
FOR CONSTRUCTION
1101438 10 003 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501TYPICAL CROSS SECTIONS
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
03 25
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
1027
1028
1026
10081009
1001
1007
10101011
1012
10151016
10131014
1017
1021
1020
1018
1019
1031
1032
1029
1030
1023
1022
1024
1006
1003
1002
1005
1004
1301
1302
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951
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949
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936
944
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923
925
947
943
942
MEDIUM DENSITY SITE
ExG
ExG
ExG
ExG
ExG
ExG
ExG
ExND
WEx
NDW
ExND
WEx
NDW
ExND
WEx
NDW
ExND
W
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExNDW
ExNDW
ExGExNDWExDW
ExOExO
ExEExE
H
H
H
H
H
H
H
ExOExO
ExO
ExG
ExG
ExG
ExG
ExG
ExG
ExG
ExND
WEx
NDW
ExND
WEx
NDW
ExND
WEx
NDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExDW
ExG
ExG
ExDW
ExDW
ExG
ExNDW
ExDW
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExO
ExE
ExE
ExE
ExE
ExE
ExE
ExE
ExE
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
ExG
ExGExG
ExGExG
ExNDWExNDW
ExNDWExNDW
ExDWExDW
ExDWExDW
ExEExE
ExE
GWR
GWR
GWR
GWR
GWR
GWR
GWR
H
H
375Ø
375Ø
375Ø
375Ø
300Ø
300Ø
300Ø
300Ø
300Ø
450Ø
375Ø
375Ø
300Ø
300Ø
225Ø
300Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
375Ø
375Ø
375Ø
ExS
ExS
ExS
ExS
ExS
ExS
ExSExS
ExS
ExS
ExS
ExS
ExS
ExS
ExS
ExS
ExS
H
ExS
225Ø
GWR
16.00
16.00
16.00
600 B
2
600 B
2
R8.6
600 B2
600 B2 600 B2
600 B2
R9.4
R10.6
600 B
2
600 B
2600 B
2
600 B
2
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR
REMOVE CONCRETE EDGE STRIP,"NO ROAD" SIGN & BARRIER ANDMATCH NEATLY INTO EXISTINGCONSTRUCTION
R8.6
33
33.06
12.50
12.50
12.50
12.50
12.50
21
21
21
21
25.05
13.32
28
17.99
1412.50
12.5014
14
28
1414
12.5012.50
14
28
28
28
28
15 12.50 14
15.53
14.02
12.5212.03
12.50
12.50
1416
12.50
12.50
1428
1412
.5012
.5016
1412
.5012
.50
28
28
28
28
28
28
2815.50
12.50
31.31
10.52
29.12
1314
1414
12.50
13
4915
12.50
1414
1413
25
25
25
25
23
13.50
11.95
13.93
32.16
1415
.50
13.50
14
2.83
2.83
25
2.83
19
12.50
4.11
4.37
28.57
34.26
33.52
32.68
4.11
4.37
CH42.500
CH56.500
CH69.000
CH81.500
CH97.500
CH111.500
CH124.000
CH136.500
CH52.500
CH67.500
CH80.000
CH94.000
CH108.000
CH122.000
CH135.000
CH152.519
CH166.519
CH172.788
CH19
5.071
CH20
9.071
CH24
8.071
CH26
2.071
CH22
1.571
CH23
4.071
CH21
2.431
CH22
6.403
CH27
4.522CH139.018
CH27
3.375
CH139.018
CH10
.150
CH61
.150
CH40
8.204
CH42
0.704
CH15.226
CH27.726
CH19
9.338
18.50
16.00CH33
.150
SS
SS
DW
EE
E
E
E
E
E
E
OO
O
O
O
O
O
O
EE
EE
EE
EE
E
OO
OO
OO
OO
O
DWDW
DWDW
DWDW
DWDW
NDW
NDW
NDW
NDW
NDW
NDW
NDW
NDW
GG
GG
GG
GG
DW
DW
DW
DW
DW
DW
O E
NDW
NDW
NDW
NDW
NDW
NDW
G
G
G
G
G
G
G
1021
1027
1028
1026
10081009
1001
1007
10101011
1012
10151016
10131014
1017
1020
1018
1019
1031
1032
1029
1030
1023
1022
1024
1006
1003
1002
1005
1004
GG
G
NDW
NDW
DWDW
H
H
H
H
H
H
H
H
2.0m D.E
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWRGW
R
GWR
SPECTRUM CRESCENT
SUNL
IGHT
AVE
NUE
H
H
H
H
H
H
HGW
R
GWR GWR
2.0m D.E
H
H
H
H
H
H
H
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
SEAMILL LANE
SUNL
IGHT
AVE
NUE
FS23.61
FS23.01FS22.89
FS22.81
FS22
.79
FS22.68
FS21.96
FS22.59
FS22
.51FS
22.78
FS22
.81FS
22.78
FS23.26
FS22
.99
FS22
.68
FS23
.01
FS22
.60
FS22
.61
FS22
.82
FS23
.05
FS23
.20
FS23.28
FS22.06FS22.12
FS22.04
FS21.99FS21
.88
FS21.95
FS23
.47
FS22.03FS22.19
FS22.10FS22.26
FS22.19FS22.35
FS22.27FS22.43
FS22.35FS22.52
FS22
.83FS
22.91
FS22
.72FS
22.84
FS22
.60FS
22.77
FS23
.16
FS22
.74
FS23
.22
FS22
.73
FS23
.27
FS22
.79
FS23
.33
FS22
.85
FS23
.39
FS22
.92
FS22
.08
FS22.28
FS21.97
FS22.34
FS22.04
FS22.40FS22.11
FS22.48
FS22.21
FS22.55FS22.29
FS22.62FS22.36
FS23.13
FS22.88
FS22.96
FS23.31
FS23.10
FS23.36
FS23.19
FS23.42
FS23
.10
FS22.44
FS22.24
FS21
.88
FS22.43
22.43
22.42
22.38
21.61
22.21
22.30
22.44
22.4522
.41
22.75
22.42
22.46
22.66
22.47
22.58
22.47
22.65
22.71
22.9022.82
22.98
22.55
21.85
21.5821.82
21.92
21.92
22.79
22.0621.89
22.1321.93
22.2322.03
22.3022.12
22.3622.20
22.36
22.49
22.29
22.61
22.33
22.42
22.82
22.56
22.81
22.63
22.94
22.63
22.98
22.68
22.96
22.58
22.11
22.09
21.88
21.98
21.97
21.9522.11
22.11
22.25
22.1722.29
22.2622.36
22.55
22.47
22.49
22.71
22.55
22.82
22.75
22.90
22.2722.42
22.00
21.85
21.84
22.38
FS23.2422.56
FR23
.16
FR23
.14 FR23
.06
FR22
.99
FR22
.94
FR23
.12FR23
.15
FR23
.05
FR22
.99
FR22
.93
FR22
.89
FR22
.86
OVEN
SPL
ACE
FR23.06
300Ø
375Ø
375Ø
375Ø
300Ø
300Ø
300Ø
225Ø
300Ø
300Ø
225Ø
225Ø
300Ø
300Ø
300Ø
SS
SS
SS
SS
S
S
S
S
S
SS
SS
S
S
S
S
SS
S
FS22
.60FS
22.53
FS22
.64
FS22
.63
FS22
.75 FS22
.74
FS22
.91
FS22
.75
FS22
.71
FS22.90
FS22
.65
FS22
.73
FS22
.49FS
22.68
FS22.84
FS22.99
FS23
.05
FS22
.72
FS23
.00
FS22
.65
FS21.98
FS22.06
FS22.14
FS22.21
FS22.29
FS22.23
FS22.40
FS22.37
FS22
.39FS22
.59
FS22.22FS21.97
FS22.29FS22.29FS22.06
FS22.38FS22.15
FS22.45FS22.24
FS22.53FS22.31
22.32
22.32
22.38
22.18
22.38
22.72
22.38
22.59
22.40
22.22
22.06
22.37
22.15
22.33
22.47
22.55
22.39
22.18
22.49
22.36
21.57
21.65
21.78
21.88
21.93
21.71
22.00
22.16
22.21
21.8821.71
21.9321.9321.83
22.0521.97
22.03
22.09
22.20
22.13
GWR
GWR
LTPCH172.358
RTPCH165.359
LTPCH182.731
RTPC
H18
9.713
RTPC
H24
0.000
RTPC
H26
3.713
RTPCH164.354
LTPCH162.945
CH15.226
CH9.461
10-27
10-26
10-25
10-35
10-24
10-3310-34
10-32
10-23
10-36
10-31 10-19
10-28
10-37
10-38
10-29
X9-42
PROVIDE 525Ø RCP STUB ATIL.20.183 AND GRADE 1 IN 200PROVIDE 375Ø RCP STUB ATIL.20.421 AND GRADE 1 IN 169
EXISTINGSTAGE 9
EXISTINGSTAGE 9
FUTURESTAGE 13
R3.0
R3.0
R8.3
R8.3
1:500 @ A10 50403020105 N
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
1101438 10 010 B
SMITHS LANESTAGE 10CITY OF CASEY, R5501LAYOUT PLAN(SHEET 1 OF 2)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PIPE STUB FOR 10-17 AMENDED 10.02.21 CD LM
04 25
THE FINISHED SURFACE LEVELS, EXTENT OFFILL SHOWN ON THIS PLAN ARE PRELIMINARYONLY, AND SHALL NOT BE FINALISED UNTILCITY OF CASEY HAVE APPROVED THE PLANSFOR CONSTRUCTION
FOR CONTINUATION SEE SHEET 1101438-10-011
LocationGas ND - Water Water Electricity Telecommunication
Side Offset(m) Side Side Side Side
SERVICE OFFSET TABLE
N NS 3.20S 2.70S 2.25
Sewer
SideOffset(m)
Offset(m)
Offset(m)
Offset(m)
Offset(m)
BURNBANK RARADE
S 2.60 S 1.85N 3.20N 2.70N 2.25 N/S 0.80/1.00SPECTRUM CRESCENT E/W
W 2.60 W 1.85E 3.20E 2.70E 2.25 W 0.80
W 2.60 W 1.85E 3.20E 2.70E 2.25SUNLIGHT AVENUE
NOTE: STREET TREES ARE TO BE PLANTED IN THE CENTRE OF ALL NATURE STRIPS
W 2.60 W 1.85E 3.20E 2.70E 2.25INCLUSION ROAD
E 2.60 E 1.85W 3.20W 2.70W 2.25 - -PRAISE STREET
W 2.60 W 1.85E 3.20E 2.70E 2.25RESPECT AVENUE
SPECTRUM CRESCENT N/S
E/W 1.00
W 1.00
Side Offset(m)
0.50 1.253.202.702.25 - -OVENS PLACE
- -SEAMILL LANE
W WW E E
----
N/S 1.00
E 0.80
2.60 1.85
----- -
Side Offset(m)
Irrigation
- -
- -
- -
- -
- -
- -
- -
- -
N 6.70
Irrigation
- -
W 0.80
- -
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/EASTBURNBANK PARADE 25.00 6.40 (10.30) 7.30 (11.20) 7.60 (11.50) 10.70 (8.75) 6.70 (4.75)
SPECTRUM CRESCENT 16.00 6.40 7.30 7.60 4.35 / 4.05 4.50SUNLIGHT AVENUE 16.00 6.40 7.30 7.60 4.20 4.50INCLUSION ROAD 16.00 6.40 7.30 7.60 4.20 4.50PRAISE STREET 16.00 6.40 7.30 7.60 4.50 4.20RESPECT AVENUE 16.00 6.40 7.30 7.60 4.20 4.50OVENS PLACE 12.00 2.90 (5.00) - 3.50 (5.60) 4.50 4.00 (1.90)
SEAMILL LANE 8.00 5.40 - 6.00 0.50 1.50
FR157.40
TW159.30
BW159.30
141.34
FS140.35
GW
G
H
O
DW
Ex S
E
O/H E
H
S
NDW
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
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)
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 10\Drawings\1101438-10-010-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.
FOR CONSTRUCTION
NOTE: DIMENSIONS IN PARENTHESES INCLUDES PARKING LANE
1035
10341033
1040
10371036
10391038
1032
1023
10241025
11031104
11051106
11071108
11091110
11111112
11131114
11151116
1117
1118
1119
1120
11211122
11231124
1125
1201
1202
1203
1204
1205
1206
1134
1135
1136
1137
1138
1139
1140
1141
1207
12121213
12141215
12161217
1218
1219
1220
12211222
1223
1311
1326
1327
13281329
1330
1331
1336
14261427
14281429
1430 14311432
14331434
15011502
15091510
957956
958
955
954
ExEExO
ExG
ExG
ExG
ExND
WEx
NDW
ExND
W
ExDW
ExDW
ExDW
ExO
ExO
ExE
ExE
GWR
GWR
GWR
IRRIRR
IRRIRR
IRR
ExEExE
ExE
ExOExO
ExO
ExDWExDW
ExNDWExNDW
ExGExG
GWR
GWR
H
H
H
H
750Ø
750Ø
675Ø
675Ø
675Ø
600Ø
600Ø
450Ø
300Ø
300Ø
300Ø
300Ø
300Ø
300Ø
225Ø
ExS
ExS
ExS
ExS
300Ø
525Ø
525Ø300Ø 450Ø
ExS
ExS
450Ø
16.00
25.00
16.00
16.00
600 B2
600 B2
600 B
2
600 B
2
R8.6
R8.6
R8.6
600 B2
600 B2 600 B
2
600 B
2
REMOVE CONCRETE EDGE STRIP,"NO ROAD" SIGN & BARRIER ANDMATCH NEATLY INTO EXISTINGCONSTRUCTION
R8.6
R8.6
R8.6
R8.6
R8.6
SERVICE CONNECTIONS FOR MDSITE TO BE PROVIDED ONCELAYOUT FINALISED
SERVICE CONNECTIONS FOR MDSITE TO BE PROVIDED ONCELAYOUT FINALISED
1428
12.50 12.50
2514
28
2815.50
12.50
28
25
47
25
49
15
1414
28
1417
1612.50
1418
25
1514
12.50
16
15
28
12
25
22
12.50
12.50
28
23
2.83
22
2.83
2.83
4.24
4.24
28
28
28
4.24
4.24
4.24
25
28
4.24
47
53
4.24
4.24
CH42.500
CH56.500
CH8.700
CH52.500
CH38.500
CH38.500
CH8.700
CH42.500
CH10
.150
CH61
.150
CH38
3.204
CH55
6.203
CH40
8.204
CH42
0.704
CH53
8.204
CH55
2.204
CH38
3.204
CH39
9.204
CH41
1.704
CH42
4.204
CH43
8.204
16.00CH33
.150
PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR
PROVIDE CONCRETE EDGE STRIP,"NO ROAD" SIGN & BARRIER
PROVIDE CONCRETE EDGE STRIP,"NO ROAD" SIGN & BARRIER
H
GWR
EE
OOE
EE
OO
O
DWDW
DWDW
NDW
NDW
NDW
NDW
GG
GG
DWDW
DW
NDW
NDW
NDW
GG
G
2.0m D.E
10371036
10391038
1035
10341033
1040
1032
1023
10241025
DWDW
NDW
GG
DWDW
NDW
GG
EE
E
OO
O
E
EO
O
DWDW
DWDW
DWDW
DWDW
DWDW
DW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
NDWNDW
GG
GG
GG
GG
GG
G
EE
EE
EE
EE
EE
E
OO
OO
OO
OO
OO
O
H
H
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
GWR
BURNBANK
SUNL
IGHT
AVE
NUE
H
GWR
H
H
2.0m D.E
H
GWR
GWR
H
H
H
H
H
H
H
H
H
H
H
H
SEAMILL LANE
MEDIUM DENSITY SITE
MEDIUM DENSITY SITE
2.0m D.E
HFS
22.92
FS21.32
FS21
.32
FS21
.29
FS21.28
FS21
.74
FS21
.63
FS21
.52
FS21
.83
FS21.96
FS21
.85
FS21.70
FS21.69
FS21
.58
FS21
.44
FS21
.68
FS21
.74
FS21
.74
FS21
.30
FS21
.45
FS21.77
FS21
.42
FS21
.20FS
21.31
FS21.55
FS21
.68FS
21.58
FS21
.83
FS21
.45
FS22.06FS22.12
FS22.04
FS21.99FS21
.88
FS21.95
FS21
.55
FS21
.50
FS21
.93
FS22
.02
FS21
.59FS
21.70
FS21
.65
FS21
.77
FS21
.71FS
21.83
FS21
.78FS
21.89
FS21
.95
FS22
.08
FS21.97
FS21
.87FS
22.05
FS22.24
FS21
.88
21.36
21.73
21.71
21.22
21.20
21.29
21.46
21.57
21.61
21.77
21.74
21.63
21.75
21.38
21.35
21.61
21.82
21.76
21.74
21.67
21.68
21.33
21.36
21.39
21.37
21.42 21
.4121
.45
21.85
21.5821.82
21.92
21.92
21.43
21.55
21.44
21.57
21.47
21.64
21.06
21.29
21.11
21.23
21.04
21.14
21.59
22.11
21.88
21.33
21.42
22.00
21.85
21.84
FR21
.50
FR22
.02
FR21
.72FR21
.65
FR21
.45
FR22
.15
FR21
.99
FR21
.93
FR21
.87
FR21
.80
FR21
.68
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRR
INCL
USIO
NRO
AD
PRAI
SEST
REET
RESP
ECT
AVEN
UE
GWR
FR21
.36
FR21
.60
21.72
PARADE
750Ø
750Ø
750Ø
525Ø
375Ø
225Ø
375Ø
300Ø
300Ø
300Ø300Ø
525Ø
525Ø
300Ø
300Ø
450Ø
450Ø
450Ø
375Ø
300Ø
300Ø
300Ø
300Ø
300Ø
SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
S
S
2.0m
S.E
FS21
.49FS
21.49
FS21
.49FS
22.07
FS21
.15
FS20
.78
FS21.01
FS21
.10
FS21.12
FS21
.14
FS22
.62
FS22.51FS22.52
FS22
.62
FS21
.23FS
21.23
FS20.81
FS21.11
FS21
.13
FS20.75
FS21.02
FS21
.23
FS21
.22
FS21
.31FS
21.88
FS21
.40FS
21.97
FS22
.07
FS21
.59FS
22.18
FS20.82
FS21.16
FS20.88
FS21.22
FS20.94
FS21.30
FS20.76FS21.29
FS20.91 FS21.40
FS21.00FS21.48
FS21.08FS21.56
FS21.16FS21.64
FS21.25FS21.72
FS21.29 FS20.78
FS21.41 FS20.90
FS21.48 FS20.96
FS21.56 FS21.02
FS21.65 FS21.08
FS21.13
FS21
.88FS
21.57
FS21
.97FS
21.66
FS22
.06FS
21.75
FS22
.17FS
21.85
FS21
.62FS
22.12
FS21
.71FS
22.21
FS21
.82FS
22.31 FS
22.37
FS21
.17
FS21
.32
FS21
.23
FS21
.38
FS21.06FS20.82
FS21.13FS20.90
FS21.19FS20.97
FS22.21
FS21.98FS22.38
FS22.23
FS22.40 FS22.59
FS21
.03FS
21.18
FS21
.09FS
21.24
FS21
.15FS
21.30
FS21
.39 FS21
.29
FS21
.45
FS21
.39FS
21.52
FS21
.41
FS21
.58
FS21
.21
FS21
.28
FS21
.34
FS21
.41
FS21
.47
FS21
.53FS
21.90
FS21
.60FS
21.98
FS21.74
FS21
.20FS
21.31
FS22
.03
FS22.52
FS22
.26
FS21
.11FS
20.96
FS21
.26
FS21
.26
FS21
.23
FS21.24FS21.22
FS20.84 FS21.35FS21.36 FS20.84
FS21
.25FS
21.40
FS21
.33FS
21.49
FS21
.40FS
21.57
FS21
.48FS
21.67
FS22.22FS21.97
21.07
21.06
21.06
21.10
21.46
21.20
21.31
21.34
21.30
21.33
21.88
21.77
21.72
21.84
21.12
21.26
20.55
21.00
21.31
20.52
21.00
21.28
21.27
21.24
21.06
21.10
20.99
21.10
21.25
21.13
21.26
21.22
21.28
21.21
20.4320.70
20.62 21.42
21.1121.40
21.4121.42
21.5521.28
21.68
20.7021.16
21.41 21.31
21.4021.32
21.4221.35
21.3321.28
21.4621.22
21.22
21.34
21.27
21.34
21.11
21.30
21.09
21.33
21.46
21.58
21.53
21.71
21.52
21.68
21.60
21.71
21.88
20.65
20.96
20.71
21.07
20.6320.52
20.7020.60
20.8320.65
21.70
21.5721.80
21.71
21.80 21.87
20.61
20.64
20.81
20.73
21.07
20.7921
.17 20.75
21.03
21.13
21.07
21.43
21.08
21.0020
.8620.9721
.0621.2221
.2421
.38
21.25
21.39
21.48
21.20
21.23
21.58
21.72
21.70
20.68
20.48
20.86
21.26
20.81
20.7420.86
20.50 20.9320.99 21.31
21.07
21.21
20.96
21.07
20.79
20.93
20.78
20.88
21.71
FS21.7121.46
GWRGW
R
GWRGW
R
GWR
GWR
GWR
GWRGW
R
GWR
GWR
GWR
GWR
SS
S
SS
SS
S
GWR
GWR
LTPC
H43
2.967
RTPC
H42
5.254
RTPC
H42
2.559
RTPC
H45
2.254
LTPC
H45
5.000
LTPC
H45
8.549
RTPC
H47
5.854
LTPC
H49
8.557
LTPC
H50
0.000
RTPC
H52
1.553
LTPC
H52
6.053
LTPC
H52
8.749
RTPC
H54
6.353
RTPC
H54
9.049
LTPC
H415
.345
LTPC
H412
.649
RTPC
H 38
6.749
LTPC
H 38
4.753
TPCH11.800
TPCH11.800
CH8.700
CH14.700
CH8.700
CH14.700
10-36
10-31 10-19
10-1710-9
10-18
10-810-16
10-30
10-710-14
10-15
10-20
10-2110-22
10-10
10-5
10-610-11
10-12
10-13
10-4
10-39
X9-32
PROVIDE 300Ø RCP STUB ATIL.20.290 AND GRADE 1 IN 137
PROVIDE 525Ø RCP STUB ATIL.20.225 AND GRADE 1 IN 200PROVIDE 375Ø RCP STUB ATIL.20.421 AND GRADE 1 IN 169
PROVIDE 300Ø RCP STUB ATIL.20.828 AND GRADE 1 IN88.5
EXISTINGSTAGE 9
FUTURESTAGE 11
FUTURESTAGE 12
PROVIDE 300Ø RCPSTUB AT IL.20.289AND GRADE 1 IN137.50
FUTURESTAGE 12
X9-30
X9-31
X9-33
X9-34
X9-87
X9-35
X9-36
1117
1118
1119
1120
1129
1130
1131
1204
1205
1206
1137
1138
1139
1140
1141
1142
1143
1207
1208
1209
1211
1226
1227
1228
1144
1210
H
H
H
H
H
H
1050
Ø
750Ø
750Ø
750Ø
750Ø
750Ø
H
H
H
H
H
H
H
H
900Ø
900Ø 900Ø
750Ø
750Ø
SS
SS
SS
SS
SS
2.0m
S.E
2.0m
S.E
FS20
.48 FS20
.44
FS20.40
FS20
.57
FS20.52
FS20.95FS20.95
FS20
.56
FS20
.54
FS20.26
FS20.79
FS20.81
FS20
.28
FS20
.78
FS21.01
FS20
.48
FS20.69
FS20
.37
FS20.72
FS20
.29
FS21.12
FS20.81
FS20.81
FS20.75
FS21.02
FS20
.48 FS20
.44FS
20.44
FS20
.44
FS20.60
FS20.82
FS20.88
FS20.94
FS20.52FS21.06
FS20.59FS21.12
FS20.68FS21.21
FS20.76FS21.29
FS20.91 FS21.40
FS21.00FS21.48
FS21.05 FS20.58
FS21.11 FS20.64
FS21.20 FS20.70
FS21.29 FS20.78
FS21.41 FS20.90
FS21.48 FS20.96
FS21.02
FS20
.65FS
21.02
FS20.55
FS21.06FS20.82
FS21.13FS20.90
FS21.19FS20.97
FS20
.83
FS20.54
FS20.95FS20.43
FS20.52
FS20.48
FS21
.11FS
20.96
FS20
.94
FS21.24FS21.22
FS20
.63
FS20
.56
FS20.94
FS20.84 FS21.35FS21.36 FS20.84
20.07
20.08
20.45 20.56
20.86
20.1720.17
20.76
20.24
21.10
21.18
20.27
21.20
21.31
20.80
21.09
20.15
20.46
19.93
21.30
20.50
20.55
20.52
21.00
20.07
20.08
20.08
20.08
21.02
21.25
21.26
21.28
20.2920.22
20.3220.39
20.3720.62
20.4320.70
20.62 21.42
21.1121.40
20.21 20.98
20.38 21.03
20.6121.07
20.7021.16
21.41 21.31
21.4021.32
20.66
20.88
20.42
20.6320.52
20.7020.60
20.8320.65
20.45
20.95
20.1720.29
20.86
20.37
20.7420.86
20.5920
.58
20.15
20.50 20.9320.99 21.31
PROVIDE 300Ø RCP STUB ATIL.18.534 AND GRADE 1 IN 38
10-4
10-3
10-2
10-1
X9-23
PROVIDE 375Ø RCP STUB ATIL.18.556 AND GRADE 1 IN 79.6
PROVIDE 600Ø RCP STUB ATIL.18.653 AND GRADE 1 IN 270
FUTURESTAGE 11
FUTURESTAGE 12
1:500 @ A10 50403020105 N
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
1101438 10 011 D
SMITHS LANESTAGE 10CITY OF CASEY, R5501LAYOUT PLAN(SHEET 2 OF 2)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PIPE STUBS FROM 10-3 AMENDED 10.12.20 MS LMC PIPE STUB FOR 10-17 AMENDED 10.02.21 CD LM
D PIPE STUB FOR 10-17 AMENDED 12.02.21 CD LM
05 25
FOR CONTINUATION SEE SHEET 1101438-10-010
FOR CONTINUATION SEE SHEET ABOVE RIGHT
FOR CONTINUATION SEE SHEET BELOW LEFT
FR157.40
TW159.30
BW159.30
141.34
FS140.35
GW
H
Ex S
H
S
DIRECTION 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
EXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAIN
EXISTING 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 DEEP
LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET
SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITS
TACTILE PAVERS (INDICATIVE ONLY)
G
O
DW
E
O/H EELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)
GAS
OPTIC FIBRE
WATERRECYCLED WATERNDW
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
EXISTING STORMWATER DRAINMELBOURNE WATER DRAIN & PIT
RIDGE LINE
TREE PROTECTION ZONE (TPZ)
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 10\Drawings\1101438-10-010-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.
FOR CONSTRUCTION
BURNBANK PARADE - LONGITUDINAL SECTION
CH 30
0.000
CH 32
5.000
ELV.
21.87
5
ELV.
22.08
2
CH 326.847RL 22.059
0.5 % 0.83 % -0.5 % 0.5 % -0.5 % 0.74 %
R= 90.5m HC
283.2
0421
.916
21.79
1
300.0
0021
.844
21.87
5
305.4
2921
.827
21.92
0
317.5
0021
.762
22.02
032
0.000
21.76
722
.038
325.0
0021
.751
22.05
7
332.5
0021
.683
22.04
4
340.0
0021
.603
22.00
7
360.0
0021
.543
21.90
7
380.0
0021
.495
21.80
7
384.0
5321
.487
22.12
321
.680
21.68
021
.787
386.7
4921
.473
22.11
021
.602
21.77
3
400.0
0021
.187
22.04
421
.535
21.20
921
.535
21.70
7
412.6
4921
.262
21.98
021
.472
21.21
321
.472
21.64
441
5.345
21.27
421
.246
21.45
821
.630
420.0
0021
.240
21.95
021
.500
21.19
421
.435
21.60
742
2.559
21.25
021
.937
21.48
821
.594
425.2
5421
.344
21.92
421
.474
21.58
1
432.2
5421
.591
21.43
921
.489
21.43
921
.546
440.0
0021
.719
21.40
021
.683
21.40
021
.507
452.9
0521
.745
21.33
621
.336
21.44
245
5.853
21.72
421
.321
21.32
121
.428
458.5
4921
.705
21.70
921
.335
21.33
421
.441
460.0
0021
.694
21.71
021
.277
21.34
221
.448
475.8
5421
.698
21.78
921
.356
21.67
821
.421
21.52
847
8.704
21.70
221
.804
21.37
021
.671
21.43
521
.542
480.0
0021
.704
21.79
721
.364
21.66
821
.429
21.53
5
498.5
5721
.669
21.70
421
.271
21.65
221
.336
21.44
350
0.000
21.66
621
.329
21.64
921
.329
21.43
5
520.0
0021
.420
21.22
921
.409
21.22
921
.335
522.2
0521
.385
21.21
821
.218
21.32
452
4.516
21.35
521
.206
21.20
621
.313
528.7
4921
.434
21.18
521
.292
537.6
5421
.401
21.58
421
.076
21.14
021
.247
540.0
0021
.392
21.57
421
.066
21.13
121
.238
545.1
5421
.375
21.57
021
.061
21.12
621
.233
546.3
5321
.372
21.57
221
.063
21.12
821
.235
549.0
4921
.370
21.58
121
.072
21.24
4
552.6
5421
.373
21.60
221
.094
21.36
321
.093
21.26
5
556.2
04
560.0
0021
.379
21.31
9
580.0
0021
.414
21.46
7
600.0
0021
.404
21.61
5
620.0
0021
.551
21.76
3
640.0
0021
.516
21.91
1
643.2
0421
.538
21.93
5
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL19
RTP
LTP
LTP
RTP
RTP
LTP
RTP
LTP
LTP
LTP
RTP
RTP
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
INTERSECTION WITHPRAISE STREET
REFER DRG. 1101438-10-301FOR DETAILS
INTERSECTION WITHRESPECT AVENUE
REFER DRG. 1101438-10-300FOR DETAILS
EXISTING STAGE 9DEVELOPMENT
PROPOSED STAGE 10DEVELOPMENT DESIGN LINE
EXISTING SURFACEPROPOSED RIGHT LIP OF KERB
PROPOSED LEFT LIP OF KERBRIGHT BUILDING LINE ON EXISTING SURFACE
LEFT BUILDING LINE ON EXISTING SURFACE
ELV.
21.21
0CH
545.1
54
RL 21.232CH 543.702
L= 15m VC
RL 21.542CH 478.704
ELV.
21.54
2CH
478.7
04
RL 21.428CH 455.853
ELV.
21.42
8CH
455.8
53
383.2
0421
.489
22.21
821
.685
21.68
521
.791
L= 15m VC0.74 %
21.37
621
.628
21.12
021
.353
21.12
021
.291
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 10\Drawings\1101438-10-100-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.
FOR CONSTRUCTION
1101438 10 100 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD LONGITUDINAL SECTIONSBURNBANK PARADE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
06 25
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
CH 24
0.101
ELV.
22.54
4
CH 263.743RL 22.662
0.5 %
89.01
822
.361
22.37
6
100.0
0022
.372
22.43
6
120.0
0022
.442
22.54
6
137.0
1922
.375
22.64
013
9.018
22.37
422
.805
22.54
422
.368
22.54
422
.651
140.0
0022
.374
22.81
122
.550
22.36
622
.550
22.65
6
152.5
1922
.449
22.88
022
.619
22.39
522
.619
22.72
515
2.939
22.45
022
.882
22.62
122
.397
22.62
122
.728
160.0
0022
.472
22.92
122
.660
22.41
922
.660
22.76
6
165.3
5922
.502
22.95
022
.689
22.43
622
.689
22.79
616
6.519
22.50
922
.747
22.80
816
7.000
22.51
222
.750
22.81
216
9.393
22.51
822
.763
22.83
617
0.045
22.52
022
.768
22.84
317
1.000
22.52
322
.775
22.85
217
2.788
22.53
022
.789
22.86
517
7.545
22.56
722
.807
22.88
018
0.000
22.57
422
.797
22.87
618
2.115
22.56
922
.777
22.86
618
2.731
22.56
622
.769
22.86
218
5.045
22.55
322
.738
22.84
318
5.697
22.54
722
.730
22.83
618
9.000
22.52
122
.697
22.80
318
9.731
22.51
522
.950
22.68
922
.449
22.68
922
.796
195.0
7122
.546
22.92
422
.663
22.47
522
.663
22.76
9
199.3
3822
.603
22.90
222
.641
22.49
722
.641
22.74
820
0.000
22.61
122
.899
22.63
822
.500
22.63
822
.745
209.0
7122
.729
22.85
422
.593
22.58
822
.593
22.69
9
212.4
3122
.727
22.83
722
.576
22.62
022
.576
22.68
2
220.0
0022
.716
22.79
922
.538
22.60
822
.538
22.64
522
1.571
22.68
222
.791
22.53
022
.578
22.53
022
.637
226.4
0322
.505
22.76
722
.506
22.45
622
.506
22.61
3
234.0
7122
.582
22.72
922
.468
22.57
722
.468
22.57
4
240.0
0022
.650
22.69
922
.438
22.65
322
.438
22.54
524
0.101
22.64
822
.699
22.43
822
.438
22.54
4
248.0
7122
.584
22.73
822
.477
22.47
722
.584
260.0
0022
.476
22.79
822
.537
22.53
722
.644
262.0
7122
.435
22.80
822
.547
22.54
722
.654
263.0
3022
.397
22.81
322
.552
22.55
222
.659
263.7
4322
.445
22.81
722
.556
22.55
622
.662
273.3
7522
.448
22.62
427
4.522
22.43
322
.619
280.0
0022
.360
22.59
7
300.0
0022
.362
22.51
7
309.2
2422
.308
22.48
0
320.0
0022
.328
22.53
4
340.0
0022
.240
22.63
5
360.0
0022
.110
22.73
5
373.3
7522
.014
22.80
2
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL20
SPECTRUM CRESCENT - LONGITUDINAL SECTION
EXISTING STAGE 9DEVELOPMENT
PROPOSED STAGE 10DEVELOPMENT
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
INTERSECTION WITHOVENS PLACE
REFER DRG. 1101438-10-302FOR DETAILS
INTERSECTION WITHSUNLIGHT AVENUE
REFER DRG. 1101438-10-303FOR DETAILS
DESIGN LINEEXISTING SURFACEPROPOSED RIGHT LIP OF KERBPROPOSED LEFT LIP OF KERBRIGHT BUILDING LINE ON EXISTING SURFACELEFT BUILDING LINE ON EXISTING SURFACE
RTP
LTP
RTP
RTP
RL 22.880CH 177.545
ELV.
22.79
6
ELV.
22.91
8
ELV.
22.79
6
CH 18
9.731
CH 17
7.545
CH 16
5.359
R= 10m HC
L= 15m VC-0.4 %0.5 %-0.5 %-1 %1 %0.55 %
RL 22.480CH 309.224
ELV.
22.48
0CH
309.2
24
CH 240.101RL 22.544
ELV.
22.66
2CH
263.7
43
-0.4 %
22.77
822
.517
22.43
822
.513
22.51
722
.513
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 10\Drawings\1101438-10-100-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.
FOR CONSTRUCTION
1101438 10 101 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD LONGITUDINAL SECTIONSSPECTRUM CRESCENT
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
07 25
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
CH 17
2.265
ELV.
22.49
4
0.000
21.75
621
.487
3.200
21.77
621
.380
4.530
21.77
921
.406
5.850
21.78
221
.432
5.917
21.78
221
.433
7.487
21.78
621
.464
7.623
21.78
621
.466
8.700
21.79
121
.487
11.80
021
.812
21.54
8
20.00
021
.795
21.75
121
.490
21.76
621
.490
21.59
6
40.00
021
.831
21.86
921
.608
21.80
921
.608
21.71
442
.500
21.82
721
.883
21.62
221
.816
21.62
221
.729
44.50
021
.822
21.89
521
.634
21.83
221
.634
21.74
1
48.00
021
.834
21.91
621
.655
21.86
321
.655
21.76
1
52.50
021
.870
21.94
221
.681
21.90
321
.681
21.78
8
56.50
021
.892
21.96
621
.705
21.94
421
.705
21.81
2
60.00
021
.920
21.98
721
.726
21.98
421
.726
21.83
2
67.50
021
.992
22.03
121
.770
22.05
621
.770
21.87
669
.000
22.00
422
.040
21.77
922
.064
21.77
921
.885
80.00
022
.106
22.10
521
.844
22.13
421
.844
21.95
081
.500
22.12
322
.113
21.85
222
.143
21.85
221
.959
94.00
022
.191
22.18
721
.926
22.22
821
.926
22.03
3
97.50
022
.226
22.20
821
.947
22.25
921
.947
22.05
310
0.000
22.25
422
.222
21.96
122
.287
21.96
122
.068
108.0
0022
.328
22.27
022
.009
22.30
122
.009
22.11
5
111.5
0022
.362
22.29
022
.029
22.32
922
.029
22.13
6
120.0
0022
.435
22.34
022
.079
22.35
522
.079
22.18
612
2.000
22.43
922
.352
22.09
122
.359
22.09
122
.198
124.0
0022
.443
22.36
422
.103
22.36
322
.103
22.20
9
135.0
0022
.477
22.42
922
.168
22.38
122
.168
22.27
413
6.500
22.48
422
.438
22.17
722
.379
22.17
722
.283
140.0
0022
.500
22.45
822
.197
22.37
422
.197
22.30
4
160.0
0022
.542
22.57
622
.315
22.44
422
.315
22.42
216
2.945
22.43
916
4.354
22.44
7
172.2
6522
.606
22.49
4
175.4
7022
.578
SUNLIGHT AVENUE - LONGITUDINAL SECTION
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL19
LTP
RTP
3.3 %0.59 %1.95 %-3.33 %
RL 21.380CH 3.200
INTERSECTION WITHBURNBANK PARADE.
REFER DRAWING 1101438-10-300FOR DETAILS
INTERSECTION WITHSPECTRUM CRESCENT.
REFER DRAWING 1101438-10-303FOR DETAILSDESIGN LINE
EXISTING SURFACEPROPOSED RIGHT LIP OF KERB
PROPOSED LEFT LIP OF KERBRIGHT BUILDING LINE ON EXISTING SURFACE
LEFT BUILDING LINE ON EXISTING SURFACE
0.000
21.52
521
.370
3.200
21.52
621
.264
8.700
21.52
621
.410
11.79
921
.529
21.49
2
20.00
021
.550
21.60
421
.435
21.41
621
.435
21.54
1
40.00
021
.551
21.57
121
.555
21.42
821
.555
21.66
142
.500
21.55
821
.572
21.44
621
.676
60.00
021
.658
21.78
1
80.00
021
.803
21.90
1
100.0
0021
.926
22.02
1
120.0
0022
.034
22.14
1
140.0
0022
.169
22.26
2
144.5
0022
.209
22.28
9
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL19
INCLUSION ROAD - LONGITUDINAL SECTION
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
INTERSECTION WITHBURNBANK PARADE.
REFER DRAWING 1101438-10-301FOR DETAILS
ELV.
21.26
4CH
3.20
0
ELV.
21.49
2CH
11.79
9
RL 21.264CH 3.200
2.66 %-3.33 % 0.6 %
ELV.
21.54
8CH
11.80
0
ELV.
21.38
0CH
3.20
0
22.59
9
0.6 %
21.57
021
.570
22.58
422
.593
22.33
222
.460
22.59
222
.602
22.43
0
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 10\Drawings\1101438-10-100-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.
FOR CONSTRUCTION
1101438 10 102 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD LONGITUDINAL SECTIONSSUNLIGHT AVENUEAND INCLUSION ROAD
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
08 25
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 71
.650
ELV.
21.16
2
ELV.
20.88
8
-0.47 %
0.000
21.41
921
.268
3.200
21.41
821
.162
11.80
021
.396
21.32
021
.021
21.34
021
.021
21.12
8
20.00
021
.381
21.28
220
.988
21.30
820
.988
21.09
5
38.50
021
.336
21.02
140
.000
21.33
321
.015
60.00
021
.287
20.93
5
71.65
021
.335
20.88
8
80.00
021
.345
20.84
9
100.0
0021
.307
20.75
6
120.0
0021
.289
20.66
3
138.5
0021
.134
20.57
7
CH 3.
200
ELV.
21.36
2
-0.6 %
0.000
21.68
421
.469
3.200
21.66
221
.362
11.80
021
.593
21.46
521
.204
21.71
321
.204
21.31
0
20.00
021
.539
21.41
621
.155
21.75
521
.155
21.26
1
38.50
021
.655
21.15
040
.000
21.66
421
.141
60.00
021
.495
21.02
1
80.00
021
.140
20.90
1
100.0
0020
.626
20.78
1
120.0
0020
.470
20.66
1
138.5
0020
.445
20.55
0
RESPECT AVENUE - LONGITUDINAL SECTION
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL18
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL18
PRAISE STREET - LONGITUDINAL SECTION
TP
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
INTERSECTION WITHBURNBANK PARADE.
REFER DRAWING 1101438-10-301FOR DETAILS
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
INTERSECTION WITHBURNBANK PARADE.
REFER DRAWING 1101438-10-300FOR DETAILS
TP
-0.4 %-3.33 %
-3.34 %
21.19
620
.914
21.20
520
.914
-0.6 %
21.30
521
.044
21.74
521
.044
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 10\Drawings\1101438-10-100-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.
FOR CONSTRUCTION
1101438 10 103 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD LONGITUDINAL SECTIONSPRAISE STREETAND RESPECT AVENUE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
09 25
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
0.000
22.57
522
.929
4.738
22.60
922
.869
9.390
22.67
022
.892
9.461
22.67
122
.892
15.03
922
.755
22.92
015
.105
22.75
623
.191
22.99
922
.716
23.05
822
.920
15.22
622
.758
23.19
122
.999
22.71
723
.059
22.92
120
.000
22.82
423
.215
23.02
322
.767
23.08
222
.945
26.65
022
.857
23.24
923
.056
22.81
923
.116
22.97
826
.726
22.85
723
.249
23.05
722
.821
23.11
622
.979
27.72
622
.857
22.98
4
0.000
21.83
421
.761
3.200
21.84
421
.655
8.150
21.86
321
.916
10.15
021
.877
22.06
422
.024
21.84
822
.024
21.92
4
20.00
021
.940
22.10
322
.063
21.91
422
.063
21.96
3
33.15
021
.816
22.15
622
.116
21.79
422
.116
22.01
6
40.00
021
.746
22.11
922
.079
21.72
622
.079
21.97
9
60.00
021
.582
21.97
021
.970
21.87
061
.150
21.57
521
.864
65.80
021
.573
21.60
3
69.00
021
.577
21.70
9
OVENS PLACE - LONGITUDINAL SECTION SEAMILL LANE - LONGITUDINAL SECTION
ELV.
22.01
6CH
33.15
0
RL 21.655CH 3.200
ELV.
21.65
5CH
3.20
0
CH 8.
150
ELV.
21.91
6
ELV.
21.86
4CH
61.15
0
RL 21.603CH 65.800
3.33 %-5.61 %-0.54 %0.4 %5.27 %-3.33 %0.5 %-1.27 %
RL 22.869CH 4.738
R= 10.25m HC
ELV.
22.86
9CH
4.73
8
RL 22.016CH 33.150
ELV.
21.60
3CH
65.80
0
INTERSECTION WITHSPECTRUM CRESCENT.
REFER DRAWING 1101438-10-302FOR DETAILS
PROPOSED STAGE 10DEVELOPMENT FUTURE DEVELOPMENT
DESIGN LINEEXISTING SURFACE
PROPOSED RIGHT LIP OF KERBPROPOSED LEFT LIP OF KERB
RIGHT BUILDING LINE ON EXISTING SURFACELEFT BUILDING LINE ON EXISTING SURFACE
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL19
VERTICAL GEOMETRY
HORIZONTAL GEOMETRY
CHAINAGE
EXISTING SURFACE
EXISTING SURFACE ATLEFT BOUNDARY
LEFT LIP OF KERB
EXISTING SURFACE ATRIGHT BOUNDARY
RIGHT LIP OF KERB
DESIGN CENTRELINE
DATUM RL20
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 10\Drawings\1101438-10-100-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.
FOR CONSTRUCTION
1101438 10 104 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD LONGITUDINAL SECTIONSOVENS PLACE AND SEAMILL LANE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
10 25
LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT
RIGHT LIP OF KERBEXISTING SURFACE AT
LEFT LIP OF KERB
RIGHT BOUNDARY
LEFT BOUNDARY
LBL
RBL
LTPCH 412.649
1 in 40 1 in 50 1 in 15.1 1 in 30 1 in 30 1 in 15 1 in 50
-14.5
0021
.407
21.90
0
-11.5
0021
.359
21.82
5
-8.50
021
.314
21.76
5
-5.75
021
.283
21.58
2-5
.150
21.27
621
.472
-3.50
021
.265
21.52
7
0.000
21.26
221
.644
3.500
21.26
021
.527
5.150
21.24
421
.472
5.750
21.23
821
.582
8.950
21.21
521
.795
10.45
021
.212
21.82
510
.500
21.21
321
.825
10.80
021
.214
21.92
5
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 432.253
1 in 40 1 in 50 1 in 34.7 1 in 50
-14.5
0021
.752
21.80
2
-11.5
0021
.706
21.72
7
-8.50
021
.686
21.66
7
-3.80
021
.636
21.54
9-3
.200
21.62
721
.439
0.000
21.59
121
.546
3.200
21.55
421
.439
3.800
21.54
721
.549
8.950
21.50
721
.697
10.45
021
.489
21.72
710
.500
21.48
921
.727
10.80
021
.485
21.82
7
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
RTPCH 475.854
1 in 40 1 in 501 in 30 1 in 30
1 in 50
-14.5
0021
.718
21.78
3
-11.5
0021
.709
21.70
8
-8.50
021
.701
21.64
8
-5.75
021
.701
21.46
6-5
.150
21.70
121
.356
-3.50
021
.700
21.41
1
0.000
21.69
821
.528
3.200
21.69
821
.421
3.800
21.69
821
.531
8.950
21.68
221
.679
10.45
021
.678
21.70
910
.500
21.67
821
.709
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
25.00ROAD RESERVE
3.50TRAFFIC LANE
3.20TRAFFIC LANE
0.60600 B2
0.60600 B2
5.15NATURE STRIP
1.50FOOTPATH
0.053.00NATURE STRIP
3.00SHARED PATH
2.75NATURE STRIP
2.10PARKING
BAY
25.00ROAD RESERVE
3.20TRAFFIC LANE
3.20TRAFFIC LANE
0.60600 B2 5.15
NATURE STRIP1.50
FOOTPATH
0.050.60
600 B23.00NATURE STRIP
3.00SHARED PATH
4.70NATURE STRIP
3.50TRAFFIC LANE
0.60600 B2
3.00NATURE STRIP
3.00SHARED PATH
2.75NATURE STRIP
2.10PARKING
BAY
3.50TRAFFIC LANE
0.60600 B2
2.10PARKING
BAY
3.20NATURE STRIP
1.50FOOTPATH
0.05
25.00ROAD RESERVE
LBL
CH 383.204
1 in 40 1 in 50 1 in 40 1 in 30 1 in 301 in 34.7 1 in 50
-14.5
0021
.618
22.04
7
-11.5
0021
.556
21.97
2
-8.50
021
.495
21.91
2
-3.80
021
.493
21.79
4-3
.200
21.49
221
.684
0.000
21.48
921
.791
3.200
21.47
521
.684
3.800
21.47
121
.794
8.950
21.43
621
.943
10.45
021
.424
21.97
310
.500
21.42
321
.973
10.80
021
.421
22.07
3
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
3.20TRAFFIC LANE
3.20TRAFFIC LANE
0.60B2
0.60B23.00
NATURE STRIP3.00
SHARED PATH4.70
NATURE STRIP5.15 1.50 0.05
25.00ROAD RESERVE
1 in 15.1
1 in 40 1 in 301 in 30
1 in 34.7
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 10 200 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSBURNBANK PARADE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
11 25Beveridge 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 10\Drawings\1101438-10-200-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.
FOR CONSTRUCTION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
RBL
LTPCH 500.000
1 in 401 in 30 1 in 30
-14.5
7921
.652
21.65
2-1
4.500
21.65
221
.691
-11.5
0021
.649
21.61
6
-8.50
021
.655
21.55
6
-3.80
021
.664
21.43
9-3
.200
21.66
521
.329
0.000
21.66
621
.435
3.200
21.66
221
.329
3.800
21.66
121
.439
8.950
21.65
321
.587
10.45
021
.649
21.61
710
.500
21.64
921
.617
10.95
021
.647
21.76
7
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
CH 546.353
1 in 3 1 in 40 1 in 501 in 30 1 in 30
1 in 50
-15.2
7521
.407
21.74
9
-14.5
0021
.402
21.49
1
-11.5
0021
.400
21.41
6
-8.50
021
.398
21.35
6
-5.75
021
.396
21.17
3-5
.150
21.39
421
.063
-3.50
021
.386
21.11
8
0.000
21.37
221
.235
3.200
21.37
321
.128
3.800
21.37
321
.238
8.950
21.37
521
.387
10.45
021
.376
21.41
710
.500
21.37
621
.417
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 556.203
1 in 3 1 in 40 1 in 50 1 in 50
-15.2
5621
.465
21.79
9
-14.5
0021
.459
21.54
7
-11.5
0021
.436
21.47
2
-8.50
021
.418
21.41
2
-5.75
021
.404
21.23
0-5
.150
21.40
121
.120
-3.50
021
.393
21.17
5
0.000
21.37
621
.291
3.500
21.35
821
.175
5.150
21.35
021
.120
5.750
21.34
921
.230
8.950
21.35
221
.443
10.45
021
.353
21.47
310
.500
21.35
321
.473
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
25.00ROAD RESERVE
3.00NATURE STRIP
3.00SHARED PATH
2.75NATURE STRIP
0.60
2.10PARKING
BAY
3.50TRAFFIC LANE
3.50TRAFFIC LANE
2.10PARKING
BAY 0.60
3.20NATURE STRIP
1.50FOOTPATH
0.05
25.00ROAD RESERVE
3.00NATURE STRIP
3.00SHARED PATH
2.75NATURE STRIP
0.60
2.10PARKING BAY
3.50TRAFFIC LANE
3.20TRAFFIC LANE
0.60
5.15NATURE STRIP
1.50 0.05
25.00ROAD RESERVE
3.00NATURE STRIP
3.00SHARED PATH
4.70NATURE STRIP
0.60600B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600B2 5.15
NATURE STRIP1.50 0.050
1 in 15.11 in 30 1 in 30 1 in 15
1 in 15.1 1 in 34.7
1 in 50 1 in 40 1 in 34.7 1 in 50 1 in 3
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 10 201 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSBURNBANK PARADE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
12 25Beveridge 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 10\Drawings\1101438-10-200-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.
FOR CONSTRUCTION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
LBL
RBL
CH 139.018
1 in 50 1 in 20.8 1 in 30 1 in 30 1 in 23.3 1 in 50
-7.85
022
.416
22.80
5-7
.800
22.41
622
.804
-6.30
022
.408
22.77
4
-3.80
022
.395
22.65
4-3
.200
22.39
222
.544
0.000
22.37
422
.651
3.200
22.36
422
.544
3.800
22.36
422
.654
6.600
22.36
722
.774
8.100
22.36
822
.804
8.150
22.36
822
.805
8.450
22.36
922
.905
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
RTPCH 165.359
1 in 50 1 in 20.8 1 in 30 1 in 30 1 in 23.3 1 in 50
-7.85
022
.484
22.95
0-7
.800
22.48
422
.949
-6.30
022
.488
22.91
9
-3.80
022
.495
22.79
9-3
.200
22.49
722
.689
0.000
22.50
222
.796
3.200
22.47
622
.689
3.800
22.47
122
.799
6.600
22.44
922
.919
8.100
22.43
722
.949
8.150
22.43
622
.950
8.450
22.43
423
.050
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
CH 189.731
1 in 3 1 in 50 1 in 23.3 1 in 30 1 in 30 1 in 20.8 1 in 50 1 in 3
-8.60
022
.597
23.10
0-8
.150
22.59
322
.950
-8.10
022
.593
22.94
9
-6.60
022
.580
22.91
9
-3.80
022
.553
22.79
9-3
.200
22.54
722
.689
0.000
22.51
522
.796
3.200
22.48
322
.689
3.800
22.47
722
.799
6.300
22.45
622
.919
7.800
22.44
922
.949
7.850
22.44
922
.950
8.300
22.44
723
.100
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
CH 221.571
1 in 3 1 in 50 1 in 23.3 1 in 20.8 1 in 50
-8.60
022
.629
22.94
1-8
.150
22.62
622
.791
-8.10
022
.625
22.79
0
-6.60
022
.639
22.76
0
-3.80
022
.683
22.64
0-3
.200
22.69
322
.530
0.000
22.68
222
.637
3.200
22.64
822
.530
3.800
22.63
922
.640
6.300
22.60
122
.760
7.800
22.57
922
.790
7.850
22.57
822
.791
7.930
22.57
722
.818
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 263.743
1 in 50 1 in 23.3 1 in 30 1 in 30 1 in 20.8 1 in 50
-8.15
022
.473
22.81
7-8
.100
22.47
322
.816
-6.60
022
.471
22.78
6
-3.80
022
.464
22.66
6-3
.200
22.46
122
.556
0.000
22.44
522
.662
3.200
22.41
722
.556
3.800
22.41
222
.666
6.300
22.39
022
.786
7.800
22.37
422
.816
7.850
22.37
322
.817
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
LBL
RBL
CH 273.375
1 in 50 1 in 23.3 1 in 30 1 in 30 1 in 20.8 1 in 50
-8.15
022
.453
22.77
8-8
.100
22.45
322
.777
-6.60
022
.465
22.74
7
-3.80
022
.460
22.62
7-3
.200
22.45
922
.517
0.000
22.44
822
.624
3.200
22.43
622
.517
3.800
22.43
422
.627
6.300
22.43
422
.747
7.800
22.43
722
.777
7.850
22.43
822
.778
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
16.00ROAD RESERVE
0.05 1.50FOOTPATH
2.80NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.50
NATURE STRIP1.50
FOOTPATH
0.05
16.00ROAD RESERVE
0.05 1.50FOOTPATH
2.80NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.50
NATURE STRIP1.50
FOOTPATH
0.05
1 in 30 1 in 30
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 10 202 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSSPECTRUM CRESCENT
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
13 25Beveridge 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 10\Drawings\1101438-10-200-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.
FOR CONSTRUCTION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
LBL
RBL
CH 17.500
1 in 30 1 in 30
-7.85
021
.815
21.73
6-7
.800
21.81
521
.735
-6.30
021
.810
21.70
5
-3.80
021
.802
21.58
5-3
.200
21.80
221
.475
0.000
21.80
021
.582
3.200
21.79
821
.475
3.800
21.79
721
.585
6.600
21.77
921
.705
8.100
21.76
521
.735
8.150
21.76
521
.736
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 42.500
1 in 50 1 in 50
-7.85
021
.849
21.88
3-7
.800
21.84
821
.882
-6.30
021
.835
21.85
2
-3.80
021
.832
21.73
2-3
.200
21.83
121
.622
0.000
21.82
721
.729
3.200
21.82
321
.622
3.800
21.82
221
.732
6.600
21.81
421
.852
8.100
21.81
621
.882
8.150
21.81
621
.883
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 69.000
1 in 50
-7.85
021
.970
22.04
0-7
.800
21.97
022
.039
-6.30
021
.967
22.00
9
-3.80
021
.972
21.88
9-3
.200
21.97
721
.779
0.000
22.00
421
.885
3.200
22.02
921
.779
3.800
22.03
321
.889
6.600
22.05
322
.009
8.100
22.06
422
.039
8.150
22.06
422
.040
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 97.500
1 in 30 1 in 30
-7.85
022
.251
22.20
8-7
.800
22.25
022
.207
-6.30
022
.241
22.17
7
-3.80
022
.226
22.05
7-3
.200
22.22
221
.947
0.000
22.22
622
.053
3.200
22.23
921
.947
3.800
22.24
122
.057
6.600
22.25
222
.177
8.100
22.25
922
.207
8.150
22.25
922
.208
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0 LB
L
RBL
CH 124.000
1 in 501 in 30 1 in 30
-7.85
022
.364
22.36
4-7
.800
22.36
522
.363
-6.30
022
.384
22.33
3
-3.80
022
.409
22.21
3-3
.200
22.41
522
.103
0.000
22.44
322
.209
3.200
22.41
222
.103
3.800
22.40
622
.213
6.600
22.37
822
.333
8.100
22.36
422
.363
8.150
22.36
322
.364
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
LTPCH 162.945
1 in 501 in 30 1 in 30
1 in 50
-7.85
022
.548
22.59
3-7
.800
22.54
922
.592
-6.30
022
.555
22.56
2
-3.80
022
.567
22.44
2-3
.200
22.57
022
.332
0.000
22.58
422
.439
3.200
22.56
622
.332
3.800
22.55
322
.442
6.600
22.49
222
.562
8.100
22.46
122
.592
8.150
22.46
022
.593
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 14.700
1 in 45 1 in 50 1 in 23.3 1 in 50 1 in 45
-8.75
021
.620
21.68
4
-7.85
021
.613
21.66
4-7
.800
21.61
321
.663
-6.30
021
.598
21.63
3
-3.80
021
.573
21.51
3-3
.200
21.56
721
.403
0.000
21.53
621
.509
3.200
21.49
421
.403
3.800
21.48
521
.513
6.600
21.44
221
.633
8.100
21.42
021
.663
8.150
21.41
921
.664
9.050
21.40
121
.684
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 42.500
1 in 45 1 in 50 1 in 20.8 1 in 30 1 in 30 1 in 23.3 1 in 50 1 in 45
-8.75
021
.576
21.85
1
-7.85
021
.572
21.83
1-7
.800
21.57
121
.830
-6.30
021
.568
21.80
0
-3.80
021
.561
21.68
0-3
.200
21.56
021
.570
0.000
21.55
821
.676
3.200
21.56
221
.570
3.800
21.55
121
.680
6.600
21.48
021
.800
8.100
21.44
721
.830
8.150
21.44
621
.831
9.050
21.38
621
.851
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
INCLUSION ROAD - ROAD CROSS SECTIONS
SUNLIGHT AVENUE - ROAD CROSS SECTIONS
16.00ROAD RESERVE
0.05 1.50FOOTPATH
2.50NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.80
NATURE STRIP1.50
FOOTPATH
0.05
16.00ROAD RESERVE
0.05 1.50FOOTPATH
2.50NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.80
NATURE STRIP1.50
FOOTPATH
0.05
1 in 20.8 1 in 23.3 1 in 50
1 in 50 1 in 20.8 1 in 23.3 1 in 50
1 in 20.81 in 30 1 in 30 1 in 23.3 1 in 50
1 in 20.81 in 30 1 in 30 1 in 23.3
1 in 50 1 in 20.8 1 in 23.3 1 in 50
1 in 20.81 in 30 1 in 30
1 in 20.8 1 in 23.3
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 10 203 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSSUNLIGHT AVENUEAND INCLUSION ROAD
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.21
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
14 25Beveridge 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 10\Drawings\1101438-10-200-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.
FOR CONSTRUCTION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
PRAISE STREET - ROAD CROSS SECTIONS
LBL
RBL
CH 11.800
1 in 50 1 in 23.3 1 in 30 1 in 30 1 in 20.8 1 in 50
-9.05
021
.677
21.76
5
-8.15
021
.677
21.46
5-8
.100
21.67
721
.464
-6.60
021
.676
21.43
4
-3.80
021
.676
21.31
4-3
.200
21.67
621
.204
0.000
21.59
321
.310
3.200
21.66
721
.204
3.800
21.67
221
.314
6.300
21.69
221
.434
7.800
21.71
221
.464
7.850
21.71
321
.465
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
LBL
RBL
CH 38.500
1 in 3 1 in 50 1 in 23.3 1 in 30 1 in 30 1 in 20.8 1 in 50
-9.05
021
.719
21.60
5
-8.15
021
.730
21.30
5-8
.100
21.73
021
.304
-6.60
021
.719
21.27
4
-3.80
021
.688
21.15
4-3
.200
21.68
321
.044
0.000
21.65
521
.150
3.200
21.72
321
.044
3.800
21.72
621
.154
6.300
21.73
821
.274
7.800
21.74
521
.304
7.850
21.74
521
.305
8.300
21.74
721
.455
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM20.0
RESPECT AVENUE - ROAD CROSS SECTIONS
LBL
RBL
CH 15.226
1 in 50 1 in 25 1 in 30 1 in 33.3 1 in 19
-6.25
022
.749
23.14
8-6
.200
22.74
923
.147
-4.70
022
.736
23.11
7
-1.75
022
.756
22.99
9-1
.450
22.75
622
.999
-0.30
022
.758
22.96
10.0
000.3
0022
.758
22.96
1
1.450
22.76
022
.996
3.550
22.74
223
.059
3.850
22.73
923
.059
5.750
22.72
023
.159
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
RBL
CH 27.626
1 in 50 1 in 25 1 in 30 1 in 30 1 in 26.8
-6.25
022
.902
23.21
0-6
.200
22.90
123
.209
-4.70
022
.862
23.17
9
-1.75
022
.826
23.06
1-1
.450
22.84
223
.061
-0.30
022
.859
23.02
30.0
000.3
0022
.855
23.02
3
1.450
22.84
823
.061
1.750
22.84
623
.061
5.750
22.82
123
.210
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM22.0
OVENS PLACE - ROAD CROSS SECTIONS
LBL
RBL
CH 10.150
1 in 50 1 in 40 1 in 40 1 in 50
-4.50
021
.917
22.05
4
-3.00
021
.903
22.02
4-2
.700
21.90
122
.024
-0.30
021
.879
21.96
40.0
000.3
0021
.874
21.96
4
2.700
21.85
522
.024
3.000
21.85
222
.024
3.500
21.84
822
.034
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
LBL
RBL
CH 33.150
1 in 50 1 in 40 1 in 40 1 in 50
-4.50
021
.845
22.14
6
-3.00
021
.835
22.11
6-2
.700
21.83
322
.116
-0.30
021
.818
22.05
60.0
000.3
0021
.814
22.05
6
2.700
21.79
922
.116
3.000
21.79
722
.116
3.500
21.79
422
.126
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
CH 61.150
1 in 50 1 in 40 1 in 40
-4.50
021
.601
21.99
4
-3.00
021
.588
21.96
4-2
.700
21.58
621
.964
-0.30
021
.575
21.90
40.0
000.3
0021
.575
21.90
4
2.700
21.57
321
.964
3.000
21.57
321
.964
3.500
21.57
221
.974
OFFSET
EXISTING SURFACE
DESIGN SURFACE
DATUM21.0
16.00ROAD RESERVE
1.50FOOTPATH
2.80NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.50
NATURE STRIP1.50
FOOTPATH
0.05
16.00ROAD RESERVE
0.05 1.50FOOTPATH
2.50NATURE STRIP
0.60600 B2 3.20
TRAFFIC LANE3.20
TRAFFIC LANE
0.60600 B2 2.80
NATURE STRIP1.50
FOOTPATH
0.05
SEAMILL LANE - ROAD CROSS SECTIONS
8.00ROAD RESERVE
1.500.30ES 3.00
TRAFFIC LANE 0.603.00
TRAFFIC LANE
0.30ES 0.50
12.00
0.05 1.50NATURE
STRIP
2.95NATURE STRIP
0.30ES 1.75
LANE 0.60INV
1.75LANE
0.30ES 4.00
NATURE STRIP
1 in 3
1 in 3
1 in 50
LBL
RBL
LBL
21.87
721
.924
21.81
622
.016
21.57
521
.864
22.75
822
.921
22.85
722
.983
0.05
LBL
RBL
CH 11.800
1 in 50 1 in 20.8 1 in 30 1 in 30 1 in 23.3 1 in 50
-7.85
021
.386
21.28
2-7
.800
21.38
621
.281
-6.30
021
.388
21.25
1
-3.80
021
.391
21.13
1-3
.200
21.39
221
.021
0.000
21.39
621
.128
3.200
21.40
021
.021
3.800
21.40
121
.131
6.600
21.40
021
.251
8.100
21.34
421
.281
8.150
21.34
021
.282
LBL
RBL
CH 38.500
1 in 50 1 in 20.8 1 in 30 1 in 30 1 in 23.3 1 in 50
-7.85
021
.363
21.17
5-7
.800
21.36
321
.174
-6.30
021
.365
21.14
4
-3.80
021
.353
21.02
4-3
.200
21.35
020
.914
0.000
21.33
621
.021
3.200
21.32
020
.914
3.800
21.31
621
.024
6.600
21.29
721
.144
8.100
21.21
021
.174
8.150
21.20
521
.175
1 in 3
-8.75
021
.360
21.47
5
9.050
21.25
521
.475
1 in 3
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 10 204 B
SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSPRAISE STREET, RESPECT AVENUEOVENS PLACE & SEAMILL LANE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PRAISE STREET SECTIONS AMENDED 09.12.20 MS LM
15 25Beveridge 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 10\Drawings\1101438-10-200-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.
FOR CONSTRUCTION
LEGENDEXISTING SURFACE
DESIGN SURFACE
STRUCTURAL FILL
1037
1036
MEDIUM DENSITY SITE
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRR
SS
SS
S
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
SS
S
SUNL
IGHT
RESP
ECT
AVEN
UE
BURNBANK PARADE
E 8942.833N 81596.276
E 8926.989N 81598.502
E 8942.481N 81565.021
E 8958.326N 81562.795
R8.6
R8.6
R8.6
R8.6
D2
D1
C1
C2
B1
B2
A1
LTPC
H43
2.967
RTPC
H45
2.254
LTPC
H45
5.000
LTPC
H45
8.549
RTPC
H47
5.854
CH8.700
CH17.500
CH14.700
AVEN
UE
A2
TPCH11.800
O1
O2O3
O4
O5
O6O8
O14O10
O11
O12
O13
21.2
21.2
21.2
21.221.2
21.2
21.321
.3
21.3
21.3
21.321.3
21.4
21.4
21.421.421.421.421.4
21.4
21.4
21.421.4 21.4
21.4
21.4
21.421.421.421.4
21.4
21.521.5
21.521.521.5
21.5
21.5
21.5 21.5
21.521.5
21.521.5
21.5
21.6
21.6 21.6
0 201612842 1:200 @ A1 N
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
1101438 10 300 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501INTERSECTION DETAILS(SHEET 1 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
16 25
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l1.61.20.80.4
0 1612842
1:200 H 1:20 V @ A1
HORIZONTAL
0 0.2VERTICAL
2
20
H
H
S
LEGEND 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
MELBOURNE WATER DRAIN & PIT
ALIGNMENT A
Point no Easting Northing RL A1 8921.088 81584.891 21.439 A2 8929.797 81589.221 21.516
Curve no I Radius Arc A B X Y l Mid point RL A1 - A2 68.871 8.600 10.337 1.507 1.122 2.546 2.317 2.584 21.478
ALIGNMENT C
Point no Easting Northing RL C1 8947.323 81566.057 21.204 C2 8940.003 81575.770 21.339
Curve no I Radius Arc A B X Y l Mid point RL C1 - C2 90.000 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.273
ALIGNMENT D
Point no Easting Northing RL D1 8963.373 81572.487 21.421 D2 8953.660 81565.167 21.204
Curve no I Radius Arc A B X Y l Mid point RL D1 - D2 90.000 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.314
CH0RL21.439-0.5% 0.75%VERTICAL GEOMETRY
0.000
21.62
721
.439
A1
10.00
021
.777
21.51
410
.337
21.78
021
.516
A2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE A
CH10.337RL21.321
-1.84% 0.5%VERTICAL GEOMETRY
0.000
21.80
821
.511
B1
10.00
021
.732
21.32
710
.337
21.73
021
.321
B2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE B
CH3.377CH10.132
RL21.224RL21.322
0.6% 1.45% 0.5%VERTICAL GEOMETRY
L= 6.75m VC L= 6.75m VC
0.000
21.66
721
.204
C1
3.377
21.67
821
.231
6.754
21.69
621
.273
10.00
021
.719
21.31
310
.132
21.71
921
.314
13.50
921
.744
21.33
9
C2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE C
CH3.377
CH10.132
RL21.404
RL21.224
-0.5% -2.66% -0.6%VERTICAL GEOMETRY
L= 6.75m VC L= 6.75m VC
0.000
21.69
821
.421
D1
3.377
21.69
721
.386
6.754
21.69
221
.314
10.00
021
.685
21.24
410
.132
21.68
521
.242
13.50
921
.676
21.20
4
D2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE D
ALIGNMENT B
Point no Easting Northing RL B1 8937.280 81588.170 21.511 B2 8944.458 81581.607 21.321
Curve no I Radius Arc A B X Y l Mid point RL B1 - B2 68.871 8.600 10.337 1.507 1.122 2.546 2.317 2.584 21.416
RAISED SPEED HUMP (T)
Point no Easting Northing RLO1 8931.204 81595.082 21.459O2 8934.373 81594.637 21.565O3 8937.542 81594.192 21.459O4 8937.630 81592.665 21.533O5 8937.435 81591.278 21.558O6 8937.367 81589.672 21.586B1 8937.280 81588.170 21.511O8 8933.538 81588.695 21.518A2 8929.797 81589.221 21.516O10 8930.127 81590.689 21.591O11 8930.503 81592.252 21.561O12 8930.698 81593.639 21.534O13 8934.164 81593.152 21.631O14 8933.747 81590.181 21.595
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 10\Drawings\1101438-10-300-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.
FOR CONSTRUCTION
1034
1033
MEDIUM DENSITY SITE
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRRIRR
IRR
SS
SS
S
SS
S
SS
S
SS
SS
SS
SS
S
INCL
USIO
N RO
AD
PRAI
SE S
TREE
T
BURNBANK PARADE
E 9013.716N 81583.288
E 8991.930N 81586.349
E 9010.810N 81555.421
E 9026.655N 81553.195
R8.6
R8.6
R8.6
R8.6
G1
F2
H2
H1
F1
E1
E2
G2
LTPC
H49
8.557
LTPC
H50
0.000
RTPC
H52
1.553
LTPC
H52
8.749
RTPC
H54
6.353
RTPC
H54
9.049
TPCH11.800
CH8.700
CH14.700
LTPC
H52
6.053
P1
P2P3
P4
P5
P6P8
P10
P11
P12
P13
P14
21.021
.021.1
21.1
21.1
21.1
21.1
21.1
21.121.1
21.1
21.2 21.2 21.2 21.221.2
21.221.2
21.221.2 21.2
21.3 21.3 21.3 21.3
21.3
21.3
21.321.3 21.3
21.3
21.4 21.4 21.4 21.4
21.4
21.4
21.4
21.4
21.521.5
21.5
21.5 21.5
21.5
21.5
21.5
21.5
21.6
0 201612842 1:200 @ A1 N
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
1101438 10 301 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501INTERSECTION DETAILS(SHEET 2 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
17 25
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l
1.61.20.80.4
0 1612842
1:200 H 1:20 V @ A1
HORIZONTAL
0 0.2VERTICAL
2
20
H
H
S
LEGEND 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
MELBOURNE WATER DRAIN & PIT
ALIGNMENT G
Point no Easting Northing RL G1 9015.949 81556.416 21.021 G2 9008.629 81566.129 21.221
Curve no I Radius Arc A B X Y l Mid point RL G1 - G2 90.000 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.119
ALIGNMENT F
Point no Easting Northing RL F1 9005.609 81578.570 21.403 F2 9012.787 81572.007 21.205
Curve no I Radius Arc A B X Y l Mid point RL F1 - F2 68.871 8.600 10.337 1.507 1.122 2.546 2.317 2.584 21.302
-0.6%VERTICAL GEOMETRY
0.000
21.47
521
.403
F1
2.584
21.45
621
.370
5.169
21.42
521
.302
7.753
21.38
821
.235
10.00
021
.374
21.20
710
.337
21.39
621
.205
F2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE F
L= 5.17m VCL= 5.17m VC-0.5%-3.29%
RL21.217
RL21.387CH7.753
CH2.584
CH3.377
CH10.132
RL21.035
RL21.204
VERTICAL GEOMETRY
0.000
21.40
021
.021
G1
3.377
21.40
721
.052
6.754
21.41
821
.119
10.00
021
.365
21.18
510
.132
21.35
621
.187
13.50
921
.392
21.22
1
G2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE G
L= 6.75m VCL= 6.75m VC0.5%2.51%0.4%
CH0CH10.338
RL21.322RL21.403
-0.5% 0.78% 0.6%
VERTICAL GEOMETRY
0.000
21.65
921
.322
E1
10.00
021
.569
21.40
010
.337
21.56
721
.403
E2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE E
CH3.377CH10.132RL21.122RL21.035
-0.12% -0.4%VERTICAL GEOMETRY
0.000
21.37
621
.126
H1
3.377
21.38
421
.112
6.754
21.39
621
.078
10.00
021
.396
21.04
310
.132
21.39
621
.042
13.50
921
.392
21.02
1
H2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL20
LIP LINE H
INSTL= 6.75m VC
-1.29%L= 6.75m VC
ALIGNMENT E
Point no Easting Northing RL E1 8989.417 81575.291 21.322 E2 8998.126 81579.621 21.403
Curve no I Radius Arc A B X Y l Mid point RL E1 - E2 68.871 8.600 10.337 1.507 1.122 2.546 2.317 2.584 21.363
ALIGNMENT H
Point no Easting Northing RL H1 9031.999 81562.845 21.126 H2 9022.286 81555.525 21.021
Curve no I Radius Arc A B X Y l Mid point RL H1 - H2 90.000 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.078
RAISED SPEED HUMP (T)
Point no Easting Northing RLP1 8999.533 81585.482 21.403P2 9002.702 81585.036 21.509P3 9005.871 81584.592 21.403P4 9005.959 81583.065 21.478P5 9005.764 81581.678 21.479P6 9005.696 81580.072 21.478F1 9005.609 81578.570 21.403P8 9001.867 81579.096 21.436E2 8998.126 81579.621 21.403P10 8998.456 81581.090 21.478P11 8998.832 81582.652 21.479P12 8999.027 81584.039 21.478P13 9002.493 81583.552 21.575P14 9002.076 81580.581 21.511
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 10\Drawings\1101438-10-300-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.
FOR CONSTRUCTION
H
H
SS
SS
SS
SS
1007
1013
1003
1002
1005
1004
S
S
S
S
SPECTRUM CRESCENT
SPEC
TRUM
CRE
SCEN
T
E 8890.263N 81775.579
E 8891.960N 81758.914
R9.4
R10.6
K4
K2
K3
L2
I2
I3
L1
I1
K1
OVEN
SPL
ACE
LTPCH172.358
RTPCH165.359
LTPCH182.731
RTPC
H18
7.633
J1
J222
.7
22.722.7
22.7
22.7
22.7
22.722.722.7
22.8
22.822.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.9
22.9
22.9
23.0
23.0
23.0
23.023.0
23.1
0 201612842 1:200 @ A1 N
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
1101438 10 302 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501INTERSECTION DETAILS(SHEET 3 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
18 25
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l1.61.20.80.4
0 1612842
1:200 H 1:20 V @ A1
HORIZONTAL
0 0.2VERTICAL
2
20
H
H
S
LEGEND 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
MELBOURNE WATER DRAIN & PIT
CH2.854RL22.832
1% 0.5%VERTICAL GEOMETRY
0.000
22.57
722
.803
I1
2.854
22.62
322
.844
5.709
22.66
622
.908
5.951
22.67
022
.914
I2
8.563
22.70
822
.969
10.00
022
.730
22.98
7
11.41
722
.753
22.99
8
I3
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE I
RL22.984
2.67%
CH8.563
L= 5.71m VCL= 5.71m VC-1.33% -1%VERTICAL GEOMETRY
0.000
22.68
222
.922
J1
1.286
22.66
622
.897
2.573
22.65
322
.858
3.859
22.64
222
.821
5.145
22.63
122
.799
J2
10.00
022
.751
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE J
CH1.286RL22.905
CH3.859RL22.812
L= 2.57m VC-3.6%
L= 2.57m VC
CH0CH15.73
CH31.46RL22.689
RL22.807RL22.689
0.55% -0.5%VERTICAL GEOMETRY
0.000
22.49
722
.689
K1
8.067
22.51
922
.750
K2
10.00
022
.530
22.76
4
15.73
022
.577
22.80
7
20.00
022
.616
22.77
5
23.39
322
.611
22.75
0
K3
30.00
022
.559
22.70
0
31.46
022
.547
22.68
9
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE K
-0.75%0.75%
CH0 CH17.282RL22.689 RL22.689
0.5% 0.75% -0.75%VERTICAL GEOMETRY
0.000
22.48
322
.689
L1
8.641
22.51
022
.754
10.00
022
.508
22.74
4
17.28
222
.476
22.68
9
20.00
022
.674
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE L
L2
CH8.641RL22.754
-0.55%
ALIGNMENT I
Point no Easting Northing RL I1 8881.080 81769.333 22.803 I2 8881.201 81775.157 22.914 I3 8880.665 81780.544 22.998
Curve no I Radius Arc A B X Y l Mid point RL I1 - I2 41.083 8.300 5.951 0.528 0.395 1.480 1.432 1.488 22.846 I2 - I3 27.351 11.450 5.466 0.325 0.243 1.363 1.344 1.366 22.970
ALIGNMENT J
Point no Easting Northing RL J1 8884.268 81775.306 22.922 J2 8887.637 81771.526 22.799
Curve no I Radius Arc A B X Y l Mid point RL J1 - J2 35.519 8.300 5.145 0.396 0.296 1.281 1.250 1.286 22.858
ALIGNMENT K
Point no Easting Northing RL K1 8876.904 81754.850 22.689 K2 8878.026 81762.839 22.750 K3 8889.195 81770.745 22.750 K4 8897.103 81769.148 22.689
Curve no I Radius Arc A B X Y l Mid point RL K2 - K3 93.417 9.400 15.326 2.954 2.184 3.726 3.116 3.832 22.807
ALIGNMENT L
Point no Easting Northing RL L1 8895.836 81762.875 22.689 L2 8883.242 81753.959 22.689
Curve no I Radius Arc A B X Y l Mid point RL L1 - L2 93.417 10.600 17.283 3.331 2.463 4.202 3.513 4.321 22.754
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 10\Drawings\1101438-10-300-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.
FOR CONSTRUCTION
1026
1011
1012
1016
SS
SS
S
S
S
S
S
S
S
S
S
S
SS
S
SPECTRUM CRESCENT
SUNL
IGHT
AVE
NUE
E 8947.521N 81744.642
E 8963.232N 81741.470
R8.6
R8.6
M2
M1
N1
N2
RTPC
H24
0.000
RTPC
H26
3.030
RTPCH164.354
LTPCH162.945
22.3
22.3
22.4
22.422.4
22.4
22.4
22.522.522.5
22.5
22.5
22.5
22.5
22.522.5
22.622.6
22.6
22.6 22.6 22.622.6
22.6 22.6
22.6
0 201612842 1:200 @ A1 N
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
1101438 10 303 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501INTERSECTION DETAILS(SHEET 4 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
19 25
LIP PROFILE SETOUT
R R
y x x yBAB
l
L
L
LIP PROFILE SETOUT
R R
y x x yBAB
l1.61.20.80.4
0 1612842
1:200 H 1:20 V @ A1
HORIZONTAL
0 0.2VERTICAL
2
20
H
H
S
LEGEND 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
MELBOURNE WATER DRAIN & PIT
ALIGNMENT N
Point no Easting Northing RL M1 8952.025 81743.281 22.341 M2 8945.210 81752.907 22.438
Curve no I Radius Arc A B X Y l Mid point RL M1 - M2 86.583 8.600 12.996 2.340 1.734 3.172 2.725 3.249 22.391
VERTICAL GEOMETRY
0.000
22.41
722
.556
N1
3.505
22.47
622
.539
7.011
22.54
522
.461
10.00
022
.569
22.38
510
.516
22.57
122
.375
14.02
222
.566
22.33
3
N2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL22
LIP LINE N
L= 7.01m VCL= 7.01m VC-0.59%-3.09%0.4%
RL22.353
RL22.57
CH10.516
CH3.505
CH0CH12.996
RL22.341RL22.438
0.59% 0.74% 0.5%VERTICAL GEOMETRY
0.000
22.59
122
.341
M1
10.00
022
.652
22.41
5
12.99
622
.652
22.43
8
M2
CHAINAGE
EXISTING SURFACE
DESIGN LEVEL
DATUM RL21
LIP LINE M
ALIGNMENT MAlignment M
Point no Easting Northing RL M1 8952.025 81743.281 22.341 M2 8945.210 81752.907 22.438
Curve no I Radius Arc A B X Y l Mid point RL M1 - M2 86.583 8.600 12.996 2.340 1.734 3.172 2.725 3.249 22.389
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 10\Drawings\1101438-10-300-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.
FOR CONSTRUCTION
1027
1028
1026
10081009
1001
1007
10101011
1012
10151016
10131014
1017
1020
1018
1019
1029
1006
1003
1002
1005
1004SPECTRUM CRESCENT
SUNL
IGHT
AVE
NUE
OVEN
SPL
ACE
G9-20
D4-5
R1-2
SUNLIGHT AVENUE
G2-3
SPECTRUM CRESCENT
W8-2
W8-2
OVENS PLACE
G2-3
SPECTRUM CRESCENT
W5-1020
W5-1020
1021
10371036
10391038
1035
10341033
1040
1020
1031
1032
1029
1030
1023
1022
10241025
BURNBANK
SUNL
IGHT
AVE
NUE
SEAMILL LANE
MEDIUM DENSITY SITE
MEDIUM DENSITY SITE
INCL
USIO
NRO
AD
PRAI
SEST
REET
RESP
ECT
AVEN
UE
PARADE
G9-20
D4-5
G9-20
D4-5
G9-20
D4-5
G9-20
D4-5
G2-3BURNBANK PARADE
R1-2
R1-2
R1-2
R1-2
INCLUSION ROAD
G2-3BURNBANK PARADE
PRAISE STREET
G2-3
BURNBANK PARADE
RESPECT AVENUE
G2-3
BURNBANK PARADE
SUNLIGHT AVENUE
W8-2
SEAMILL LANE
G2-3
W8-2
W6-9B
W8-23B
TC2235TOR1-2
R8-2 R8-2
R7-4 R8-2
R8-2
R7-4
W6-9B
W8-23B
TC2235TOR1-2
W8-23
W6-9
W8-3L
W8-23
W6-9
W8-3L
R8-2R8-2
R7-4
R8-2
R8-2
R7-4
TC2235TOR1-2
R1-2
TOTC2235
W5-1020
W5-1020
W8-3R
W8-23
W6-9
W8-23
W6-9
W8-3RW8-23
W6-9
W8-3R
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 10\Drawings\1101438-10-350-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.
FOR CONSTRUCTION
1101438 10 350 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501LINEMARKING & SIGNAGE PLANS
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
20 25
1:500 @ A10 50403020105
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.
FOR CONTINUATION REFER LEFT ABOVE
FOR CONTINUATION REFER ABOVE LEFT
FOR CONTINIATION REFER ABOVE LEFT
FOR CONTINUATION REFER ABOVE RIGHT
FOR CONTINUATION REFER BELOW LEFT
13.0
900Ø
1 in 200
0.9441.2812.01
(24.801)
20.05
720
.192
0.000
18.11
018
.110
2.082
2.082
18.68
4
X9-23
900Ø
1 in 200
0.9581.2812.01
(44.471)
20.19
520
.091
24.80
118
.234
18.28
41.8
571.8
0718
.809
18.83
818
.863
10-1
900Ø
1 in 250
0.8931.145
1.8
(11.547)
20.37
520
.284
69.27
118
.506
18.55
61.7
771.7
2719
.087
19.19
9
10-2
750Ø
1 in 300
0.6080.6431.46
(81.000)
20.65
820
.295
80.81
818
.603
18.65
31.6
931.6
4319
.228
19.42
8
10-3
750Ø
1 in 293
0.5990.6511.47
(88.521)
21.26
520
.672
161.8
1818
.923
18.97
31.7
501.7
0019
.667
19.71
8
10-4
750Ø
1 in 300
0.5560.6431.45
(22.079)
21.32
621
.060
250.3
3919
.275
19.32
51.7
851.7
3519
.929
19.98
0
10-5
750Ø
1 in 400
0.5000.5571.26
(18.602)
21.40
121
.148
272.4
1819
.399
19.44
91.7
491.6
9920
.024
20.04
4
10-6
525Ø
1 in 66.7
0.4330.5272.43
(15.466)
21.45
621
.257
291.0
2019
.495
19.60
81.7
621.6
4920
.082
20.14
720
.125
10-7
375Ø
1 in 56.1
0.1200.2342.12
(25.600)
21.48
221
.539
306.4
8519
.840
19.91
51.7
001.6
2520
.281
20.41
4
10-8
21.53
421
.693
332.0
8520
.371
1.322
20.62
620
.872
10-9
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
BURNBANKPARADE
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 10\Drawings\1101438-10-400-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.
FOR CONSTRUCTION
1101438 10 400 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501DRAINAGE LONGITUDINAL SECTIONS(SHEET 1 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
21 25
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.
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 14.0
375Ø
1 in 31.6
0.0690.3122.83
(8.500)
21.40
121
.148
0.000
19.39
919
.586
1.749
1.562
19.95
219
.972
10-6
300Ø
1 in 187
0.0600.071
1
(13.548)
21.39
021
.150
8.500
19.85
520
.092
1.295
1.058
20.04
620
.056
20.28
2
10-11
300Ø
1 in 165
0.0560.0751.07
(37.146)
21.36
621
.215
22.04
820
.165
20.21
51.0
501.0
0020
.375
20.40
3
10-12
21.34
821
.487
59.19
320
.440
20.49
01.0
470.9
9720
.633
20.69
7
10-13
14.0
300Ø
1 in 74
0.0740.1121.59
(15.821)
21.45
621
.257
0.000
19.49
519
.720
1.762
1.537
20.03
020
.095
20.07
3
10-7
300Ø
1 in 163
0.0650.0761.07
(41.625)
21.39
221
.200
15.82
119
.934
19.98
41.2
661.2
1620
.145
20.19
5
10-14
21.41
821
.486
57.44
620
.239
20.28
91.2
471.1
9720
.452
20.58
0
10-15
CRBCRB
14.0
300Ø
1 in 103
0.0370.0951.35
(36.900)
21.53
421
.693
0.000
20.37
120
.421
1.322
1.272
20.62
620
.872
20.85
7
10-9
21.57
522
.023
36.90
020
.778
20.82
81.2
451.1
9520
.927
21.06
6
10-18
13.0
225Ø
1 in 56.5
0.0240.060
1.5
(55.300)
21.32
621
.060
0.000
19.27
519
.875
1.785
1.185
19.92
919
.980
10-5
21.68
021
.579
55.30
020
.853
0.725
20.98
221
.106
10-10
INCLUSIONROAD
14.0
525Ø
1 in 150
0.3060.3511.62
(8.500)
21.48
221
.539
0.000
19.84
019
.890
1.700
1.650
20.26
920
.388
10-8
525Ø
1 in 113
0.3030.3121.44
(26.000)
21.58
121
.542
8.500
19.94
619
.996
1.595
1.545
20.41
720
.687
20.63
1
10-16
21.56
221
.698
34.50
020
.225
20.27
51.4
721.4
2220
.760
21.22
0
10-17
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 10\Drawings\1101438-10-400-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.
FOR CONSTRUCTION
1101438 10 401 C
SMITHS LANESTAGE 10CITY OF CASEY, R5501DRAINAGE LONGITUDINAL SECTIONS(SHEET 2 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PIT 10-17 UPDATED 10.02.21 CD LMC PIT 10-17 UPDATED 12.02.21 CD LM
22 25
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.
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 14.0
450Ø
1 in 100
0.2410.2851.79
(12.860)
21.74
721
.465
0.000
19.57
719
.577
1.888
1.888
20.87
3
X9-32
450Ø
1 in 150
0.2050.2331.46
(14.550)
21.71
221
.412
12.86
019
.706
19.75
61.7
071.6
5720
.965
21.02
4
10-20
450Ø
1 in 200
0.1400.2021.27
(8.500)
21.80
021
.595
27.41
119
.853
19.90
31.7
421.6
9221
.099
21.15
1
10-21
375Ø
1 in 150
0.1400.143
1.3
(58.549)
21.80
621
.597
35.91
119
.945
19.99
51.6
521.6
0221
.172
21.23
1
10-22
375Ø
1 in 150
0.1180.143
1.3
(63.051)
22.02
021
.942
94.46
020
.385
20.43
51.5
571.5
0721
.606
21.66
6
10-23
22.45
522
.314
157.5
1120
.856
1.458
21.95
122
.012
10-24
15.0
375Ø
1 in 200
0.0600.1241.12
(26.254)
22.45
522
.314
157.5
1120
.856
20.90
61.4
581.4
0821
.951
22.01
2
10-24
300Ø
1 in 150
0.0580.0791.12
(11.228)
22.57
722
.469
183.7
6521
.037
21.08
71.4
321.3
8222
.042
22.04
3
10-25
300Ø
1 in 150
0.0530.0791.12
(8.500)
22.65
022
.572
194.9
9221
.162
21.21
21.4
101.3
6022
.084
22.11
7
10-26
300Ø
1 in 187
0.0280.071
1
(56.108)
22.60
822
.570
203.4
9221
.269
21.31
91.3
011.2
5122
.142
22.19
622
.185
10-27
22.60
722
.867
259.6
0121
.618
1.249
22.23
422
.270
10-28
15.0
225Ø
1 in 150
0.0070.0370.92
(14.070)
22.60
822
.570
0.000
21.26
921
.319
1.301
1.251
22.14
222
.196
22.18
5
10-27
22.56
822
.634
14.07
021
.413
1.221
22.18
922
.193
10-29
CRB CRB CRB
SUNLIGHTAVENUE
BURNBANKPARADE
14.0
300Ø
1 in 32.8
0.0030.1962.77
(8.698)
21.56
221
.698
0.000
20.22
520
.450
1.472
1.247
20.76
021
.220
10-17
21.59
121
.878
8.698
20.71
51.1
6221
.221
21.22
1
10-19
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 10\Drawings\1101438-10-400-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.
FOR CONSTRUCTION
1101438 10 402 C
SMITHS LANESTAGE 10CITY OF CASEY, R5501DRAINAGE LONGITUDINAL SECTIONS(SHEET 3 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PIT 10-17 UPDATED 10.02.21 CD LMC PIT 10-17 UPDATED 12.02.21 CD LM
23 25
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.
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 14.0
300Ø
1 in 89.1
0.0350.1021.45
(38.809)
21.71
221
.412
0.000
19.70
619
.781
1.707
1.632
20.96
521
.024
10-20
21.66
821
.414
38.80
920
.216
1.198
21.07
321
.112
10-30
14.0
300Ø
1 in 47.6
0.0650.1401.98
(25.647)
21.80
021
.595
0.000
19.85
319
.928
1.742
1.667
21.09
921
.151
10-21
300Ø
1 in 187
0.0610.071
1
(31.453)
21.82
021
.746
25.64
720
.466
20.51
61.2
801.2
3021
.267
21.28
3
10-31
300Ø
1 in 172
0.0440.0741.04
(63.000)
22.05
821
.932
57.10
020
.684
20.73
41.2
471.1
9721
.406
21.44
7
10-32
225Ø
1 in 72.1
0.0150.0531.33
(16.400)
22.45
322
.303
120.1
0021
.100
21.15
01.2
031.1
5321
.578
21.64
921
.644
10-33
22.31
222
.512
136.5
0021
.378
1.134
21.66
121
.727
10-34
15.0
225Ø
1 in 55
0.0360.0611.52
(47.600)22
.455
22.31
40.0
0020
.856
20.93
11.4
581.3
8321
.951
22.01
2
10-24
22.35
322
.814
47.60
021
.796
1.018
22.31
922
.477
10-35
14.0
300Ø
1 in 37.6
0.0030.1582.23
(9.159)
21.82
021
.746
0.000
20.46
620
.516
1.280
1.230
21.26
721
.283
10-31
21.88
121
.926
9.159
20.76
01.1
6721
.283
21.28
4
10-36
15.0
300Ø
1 in 200
0.0200.0680.97
(14.243)
22.51
422
.877
0.000
21.41
421
.414
1.463
1.463
21.52
2
X9-42
300Ø
1 in 65.7
0.0120.1191.69
(15.934)
22.67
922
.854
14.24
321
.485
21.53
51.3
691.3
1921
.597
21.60
4
10-37
22.85
722
.975
30.17
721
.778
1.198
21.86
221
.873
10-38
13.0
300Ø
1 in 37.7
0.0060.1572.23
(11.526)
21.40
121
.148
0.000
19.39
919
.849
1.749
1.299
19.95
219
.972
10-6
21.40
121
.347
11.52
620
.154
1.193
20.21
320
.217
10-39
CRB 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 10\Drawings\1101438-10-400-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.
FOR CONSTRUCTION
1101438 10 403 A
SMITHS LANESTAGE 10CITY OF CASEY, R5501DRAINAGE LONGITUDINAL SECTIONS(SHEET 4 OF 4)
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED DRAINAGE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LM
24 25
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.
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 10\Drawings\1101438-10-400-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.
FOR CONSTRUCTION
1101438 10 404 D
SMITHS LANESTAGE 10CITY OF CASEY, R5501PIT SCHEDULE
M.SORRI15.10.20
N. TABUENA
L. MURRAY18.10.20
PS837144H
1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 18.10.20 MS LM
P2 UPDATED PIT SCHEDULE 19.11.20 MS LMA ISSUED FOR CONSTRUCTION 03.12.20 MS LMB PIT SCHEDULE AMENDED 10.12.20 MS LMC PITS 10-07, 10-08, 10-16, & 10-17 UPDATED 10.02.21 CD LM
D PITS 10-07, 10-08, 10-16, & 10-17 UPDATED 12.02.21 CD LM
25 25
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.