SMITHS LANE, STAGE 3 · 2020. 11. 18. · B11. All concrete and construction material must comply...

SMIT

HS LA

NE

SITE OF WORKS

THOMPSONS ROAD

NOT TO SCALE N

SMITHS LANE, STAGE 3MIRVAC

CITY OF CASEY

SITE PLANNOT TO SCALE

MELWAY REF: TBC

Beveridge WilliamsScale

Project Ref Drawing No Rev

Project

DrawingTitle

Drawn

DesignedDate

ApprovedDate Stage No

PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-001-COV.dwg

© COPYRIGHT All rights reservedBeveridge Williams & Co. Pty Ltd has granted a licence to the principle to use this document for its intended purpose.No unauthorised copying is permitted

ofSheet

REV DESCRIPTION DATE DRN. APP. REV DESCRIPTION DATE DRN. APP.

AS CONSTRUCTED

1101438 03 001 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380COVER SHEET

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R

1 Glenferrie RoadMalvern VIC 3144ph: 03 9524 8888www.beveridgewilliams.com.auP1 ISSUED FOR INFORMATION 10.07.19 CD DB

A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB SHEET 002 UPDATED 30.04.20 CD DBC SHEET 010, 300, 301 & 350 UPDATED 08.10.20 LM DB

X AS CONSTRUCTED ISSUE 13.11.20 NT LM

01 21

CONSTRUCTION NOTESSITE MANAGEMENTA1. Prior to commencement of works on site, the contractor must ensure that all matters relating to the Occupational Health & Safety

Act 2004, including all relevant regulations, have been addressed. In particular, the required notifications must be conveyed to theVictorian Workcover Authority - Health & Safety division with respect to trenching operations. Details of the contractorsoccupational health & safety procedures must be lodged with the superintendent prior to commencement of works.

A2. All native trees & shrubs to be retained unless road construction necessitates their removal or removal is directed by the engineer.A town planning permit is required for the removal of native trees & / or vegetation. The removal or retention of any existing treesmust be in accordance with the approved landscape plan, or else approval will be required from the City of Casey landscapeapprovals officer.

A3. Existing dam or watercourses to be excavated to a firm base & backfilled as specified. Consulting engineer to be notified when thedam or watercourses are excavated to a firm base. No filling is to be placed prior to dams being inspected & levels taken.Backfilling is to be carried out to the satisfaction of the Council supervising engineer.

A4. Prior to commencement of works, the contractor must submit a Site Management Plan (SMP) to the consultant for approval. Thecontractor must comply with the recommendations of the Environment Protection Authority publication No.275 "Constructiontechniques for sediment pollution control". Appropriate siltation control is to be maintained throughout the construction &maintenance period of the works.

A5. Provide temporary safety barrier fence (Farm Fence as per MW Std Dwg 7251/4/203) along extent of outfall drain where the drainis greater than 1.5m in depth & side slopes are steeper than 1 in 3. Safety fence to remain until permanent underground drainageis installed.

A6. Contractor to remove existing irrigation & drainage pipes & pits encountered on site. Trenches to be backfilled in accordance withnotes C2 & C3

A7. Fourteen days prior to the start of development, a site specific Environmental Management Plan (site EMP) must be submittedand approved by responsible authority. All works must be undertaken in accordance with the approved site EMP to the satisfactionof the responsible authority.

GENERALB1. All works to be carried out in accordance with AS2124-1992 general conditions of contract & the City of Casey current

specification & standard drawings & to the satisfaction of the City of Casey works supervisor.

B2. Council to be notified two (2) clear days prior to commencement of works.

B3. Before commencement of works on trenches in excess of 1.5m deep, the civil contractors construction supervisor must give noticein writing of such proposals to Worksafe Victoria in accordance with Part 5.1, Division 4 of the Occupational Health & Safetyregulations (2007) & undertake safety precautions in trenching operations in accordance with Workcover's code of practice (1988).

B4. Lots to be graded (1 in 150 min slope) & left clean to the satisfaction of the engineer. Finished levels to be compatible with lotsadjoining this stage.

B5. On completion the contractor is responsible for the removal of all rubbish & spoil from site. No surplus trees, vegetation or othermaterial is to be burnt on site.

B6. Reserves to be free draining & to be left in a condition satisfactory to the City of Casey works supervisor.

B7. Where works are in the vicinity of existing services these services are to be located & the various authorities notified prior to thecommencement of works.

B8. All TBM's & control points are to be maintained & protected at all times during construction. Should any marks be disturbed, thecontractor will immediately notify the consultant to arrange re-instatement at the contractors expense.

B9. Provide painted paling fence along any boundary common to lots & municipal reserves as per Council Std. Dwg. S-706. Palings tobe on the reserve side.

B10. Prior to works around overhead and underground electricity assets, A No Go Zones (NGZ) request must be made to the relativeauthority. The conditions of the assessment must be done to AusNet's satisfaction.

B11. All concrete and construction material must comply with AS 2159-2009 and AS 3600-2009

ROADWORKSC1. 100ø agricultural pipe drains (MPA standard drawing EDCM 202) to be placed behind all kerb & channel & buffer pitchers & where

directed by the engineer.

C2. Filling in all properties & road reserves is to be carried out using approved clay fill. Top soil & all vegetable matter to be strippedfrom site prior to filling. All filling to be carried out in accordance with AS3798-2007 and the geotechnical report conduct by Tonkin& Taylor, 1007259.1.R1. Level 1 inspection and testing to be carried out in accordance with AS3798-2007 Section 8.2. A fill reportmust be submitted to the Consultant, showing from a NATA registered soil testing laboratory.

C3. Importing Fill:- All imported fill must be tested by a NATA approved laboratory to ensure it is suitable for use on site, & anycontaminates are within accepted levels. Under no circumstances should fill material enter or leave the site without the permissionof the supervising engineer & Council works supervisor, prior to it being appropriately tested. All vehicles transporting fill materialto & from the site must have appropriate measures in place to ensure that material does not get onto roads & into stormwatersystems & natural waterways.

C4. Batters to be 1 in 5 for fill & 1 in 3 for cut unless noted otherwise.

C5. Cut batters are to be grassed & mulched with a mixture of chopped grass, straw & bitumen emulsion.

C6. Where cut batters exceed 700mm an additional 300mm berm shall be formed behind footpath.

C7. Access ramps are to be constructed where cut batters exceed 1.0m. They are to be graded 1 in 10 for the first 2.5m from the backof path & then at a maximum of 1 in 4 to natural surface.

C8. The water conduit offset from the lot boundary is given on the water reticulation plan. The contractor must construct conduits toaccord with the given offset & ensure that the concreter marks the kerb & footpath exactly above the conduit.

C9. Irrigation conduits are to be DN100 DWV PVC installed beneath the pavement and/or capping layer, if present. Locations are to bemarked using a green dot spray painted on the top of kerb.

C10. All footpaths are to be 125mm thick 25MPa concrete with SL72 mesh centrally located in accordance with the MPA standarddrawing EDCM 401.

C11. NBN Co to be notified seven (7) days prior to concrete works being placed.

C12. Electrical distribution pits within footpaths are to be a minimum of 300mm within the edge of the path. Concrete is to be placedaround distribution pits to a minimum depth of 200mm.

C13. All street signs to be constructed & erected to current City of Casey standards including logo. Court street names are to showcourt name only.

C14. Traffic control signs, markings & delineators to be installed in accordance with AS1742.2. All line marking is to be long life roadmarking, with longitudinal lines in thermoplastic & transverse markings in cold applied.

C15. Driveways to be constructed in accordance with the MPA standard drawings EDCM 501 & EDCM 502. Single driveways to be aminimum 3.5m wide & to be offset 0.75m from side boundary or easement unless otherwise shown.

C16. Kerb transition to take place in the minor street over a 2.0m length from either the tangent point or TP pit.

C17. Existing road works to be reconstructed as required to provide, without discontinuity, a connection in accordance with designlevels & grades.

C18. Provide 2.5m wide shared footpath through reserves as shown on a curvilinear alignment to the satisfaction of the engineer.

C19. Tactile ground surface indicators (TGSI) are to be installed at all pram crossings & pedestrian cross points in accordance withAS1428.4 : 2002 & MPA standard drawing EDCM 403.

DRAINAGED1. Drainage & pits to be set out from offsets shown rather than from centreline pipe chainages. Centreline of pits at TP's to be offset

1.00m.

D2. Terra Firma or fibreglass type pit lids are required for all drainage pits & all grates for pits are to be Class D, to comply with AS3996 unless otherwise shown. All drainage works are to be constructed

to council specifications.

D3. All pipes up to and including 750mm in diameter shall be rubber ring jointed (RRJ). Pipes above this size may be flush jointed withexternal sealing bands. For pipes greater than 900mm and changes in direction between 2 connecting pipes exceeding 10°construct segmented curves using splayed pipes with bandage joints, having deflections within the manufacturer's specification.

D4. All pipes to be Class '2' R.C. rubber ring joint unless noted otherwise. PVC pipes to be Class SH unless specified.

D5. Pipe trenches beneath the road pavement, footpath or within 150mm of the kerb & channel to be backfilled with 20mm Class 3FCR in 150mm layers.

D6. Property inlets to be constructed as per MPA standard drawing EDCM 701 ‒ EDCM 704.

D7. All proposed drainage stubs to be blanked off at end of pipe with timber planks to the satisfaction of the supervising engineer.

PAVEMENTE1. Modification of the pavement requires approval by the City of Casey works supervisor.

E2. Pavement composition to include recycled materials approved by City of Casey works supervisor.

DRAWING INDEXDRAWING No. TITLE REVISION

1101438-03-001 COVER SHEET X

1101438-03-002 PAVEMENT DETAILS AND GENERAL DETAILS X

1101438-03-003 TYPICAL CROSS SECTIONS AND GENERAL DETAILS X

1101438-03-010 LAYOUT PLAN X

1101438-03-100 ROAD LONGITUDINAL SECTIONS CARCOOLA RISE X

1101438-03-101 ROAD LONGITUDINAL SECTIONS FAVERO STREET X

1101438-03-102 ROAD LONGITUDINAL SECTIONS MEYER CRESCENT X

1101438-03-103 ROAD LONGITUDINAL SECTIONS OCONNOR AVENUE X

1101438-03-200 ROAD CROSS SECTIONS CARCOOLA RISE X

1101438-03-201 ROAD CROSS SECTIONS FAVERO STREET X

1101438-03-202 ROAD CROSS SECTIONS MEYER CRESCENT X

1101438-03-203 ROAD CROSS SECTIONS OCONNOR AVENUE (SHEET 1 OF 2) X

1101438-03-204 ROAD CROSS SECTIONS OCONNOR AVENUE (SHEET 2 OF 2) X

1101438-03-300 INTERSECTION DETAILS (SHEET 1 OF 2) X

1101438-03-301 INTERSECTION DETAILS (SHEET 2 OF 2) X

1101438-03-350 LINEMARKING & SIGNAGE PLAN X

1101438-03-400 DRAINAGE LONGITUDINAL SECTIONS (SHEET 1 OF 4) X



1101438-03-403 DRAINAGE LONGITUDINAL SECTIONS (SHEET 4 OF 4) AND PIT SCHEDULE X

1101438-03-404 PIT DETAILS X

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RD

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801-253-0411

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Cranbourne

A

A

START OF RAMP

0.20m

0.20m

0.50m

0.50m

0.20m

0.20m

1.00m

2.00

1.50

1.50

6.40

2m FLAT TOP SPEED HUMP DETAILNOT TO SCALE

5.800.3 0.3

0.075

SECTION B-BNOT TO SCALE

PAVEMENT AS SPECIFIED

LIP O

F KE

RB

BACK

OF

KERB

2.00 1.50SLOPE 1 IN 20 0.0

75

SECTION A-ANOT TO SCALE

SLOPE 1 IN 20


B B S500 KERB AND CHANNELS500 KERB AND CHANNEL

BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE15 CHAMFER

LINE OF KERB

110 40

R25

600

190

110

40

600 WIDE BARRIER KERB (600 B2) DETAILSCALE 1:10

R15450

150 TO 300

LINE OF KERB

LIP OF KERB

150 M

IN

15 CHAMFER

EDGE STRIP DETAILSCALE 1:10

TYPE 1: CARCOOLA RISE, FAVERO STREET, & MEYER CRESCENTTOTAL MINIMUM DEPTH 350mm

DESIGN CBR = 4.5%

WEARING COURSE: 25mm DEPTH OF SIZE 10mm TYPE LClass 320 ASPHALT

BASE COURSE: 35mm DEPTH SIZE 10mm TYPE NClass 320 ASPHALT

BASE: 130mm DEPTH OF 20mmCLASS 2 CRUSHED ROCK

SUB BASE: 160mm DEPTH OF40mm CLASS 3 FCR

SUBGRADE STABILISATION IF CBR <4.5% (SILTYCLAY AND SANDY CLAY OF BAXTER FORMATION)(SILTY SAND AND SAND OF DUNE SAND)

EXISTING SUB GRADE

PRIMERSEAL

TYPE 2: OCONNOR AVENUETOTAL MINIMUM DEPTH 380mm

DESIGN CBR = 4.5%

INTERMEDIATE COURSE: 75mm DEPTH SIZE 20mmTYPE SI ASPHALT WITH CLASS 320 BINDER

SUBGRADE STABILISATION IF CBR <3% (SILTY CLAY ANDSANDY CLAY OF BAXTER FORMATION) (SILTY SAND ANDSAND OF DUNE SAND)

EXISTING SUB GRADE

PRIMERSEAL

BASE COURSE: 75mm DEPTH SIZE 20mm TYPE SIASPHALT WITH CLASS 320 BINDER

SUBBASE: 190mm DEPTH OF 40mm CLASS 3 CRUSHEDROCK COMPACTED TO DRY DENSITY

WEARING COURSE: 40mm DEPTH OF SIZE 10mm TYPE NASPHALT WITH CLASS 320 BINDER

NOT TO SCALETYPICAL FEATURE PAVEMENT DETAILS

FEATURE CONCRETE200mm DEPTH REINFORCED CONCRETE28 DAY COMPRESSIVE STRENGTH = 32MPa90 FLEXUAL STRENGTH = 4.5MPa

CONSTRUCTION JOINTS @ 8m CTSSAWN JOINT @ 4m CTS

CONCRETE WITH EXPOSED QUARTZ AGGREGATE

LOWER SUB BASE: 200mm DEPTH OF40mm CLASS 3 FCR

200mm DEPTH REINFORCED CONCRETEEXPOSED AGGREGATE WITHMEDIUM-LIGHT SANDBLAST FINISH. OFFWHITE CEMENT WITH 'ABILOX' ALMONDOXIDE AT 8.3%.

3 ROWS OF PORYPHORYSTONE 90x90x90 COBBLES

600mm B2 KERB600mm B2 KERB

NOT TO SCALETYPICAL FEATURE PAVEMENT DETAILS

150mm EDGE STRIP

150mm EDGE STRIP

150mm EDGE STRIP

90x90x90 PORPHYRY STONE 2020

150mm DEPTH REINFORCED CONCRETE28 DAY COMPRESSIVE STRENGTH = 32MPa90 FLEXUAL STRENGTH = 4.5MPa

TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATINGAPPLIED.

TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATING

APPLIED.

A

A

START OF RAMP0.20m

0.20m

0.50m

0.50m

0.20m

0.20m1.00m

4.00

1.50

1.50

6.40

4m FLAT TOP SPEED HUMP DETAILNOT TO SCALE

5.800.3 0.3

0.075

SECTION B-BNOT TO SCALE


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


B BS500 KERB AND CHANNELS500 KERB AND CHANNEL

BUILD UP PAVEMENT TO 75mmABOVE DESIGN SURFACE

TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATINGAPPLIED.

TOP OF SPEED HUMP TO HAVE REDCOLOURED OMNI GRIP CST COATING

APPLIED.

1.50

ASPHALT WEARING COURSE

ASPHALT BASE

BASE COURSE

CRUSHED ROCK

SUBGRADE STABILISATIONOR IMPROVEMENT

300

25

100ø CLASS 400 PERVIOUS PIPE WITHSECOND STAGE GEOTEXTILE FILTER SOCK.TYPE A4, A5 OR A6 FILTER BACKFILL

100ø PVC CLASS 12 WATER CONDUIT &40ø PVC CLASS 12 GAS CONDUITS LAIDAT GRADE OF 1 in 100 FALLING TOWARDSLOW SIDE OF STREET.

TYPICAL ROAD PAVEMENT DETAILNOT TO SCALE

300

100

250 M

IN.

NOT TO SCALEBeveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-002-DET.dwg


ofSheet


AS CONSTRUCTED

1101438 03 002 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380PAVEMENT DETAILSAND GENERAL DETAILS

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R


A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TYPE 1 PAVEMENT UPDATED 30.04.20 CD DB


02 21

150mm COMPACTED DEPTHCLASS 3 FCRTEMPORARY TURNING AREA,NOT TO BE CONSTRUCTEDWITHOUT SUPERINTENDENTAPPROVAL

S3

TEMPORARY TURN AREA DETAILNOT TO SCALE

CONSTRUCT 300mm x 200mmCONCRETE EDGE STRIP WITH100mm DIAMETER SLOTTED A6DRAIN UNDERNEATH

S4REFER TO SIGN SCHEDULE

D4-5

ROADCLOSEDG9-20

S3

S4

SIGN SCHEDULE

R=10.5m

R=10.5m R=10.5m

MIN

300m

m DE

EP

CUT OFF DRAIN TYPICAL SECTIONNOT TO SCALE

PROP

ERTY

BOU

NDAR

Y

5.0m

1 in 31 in 3

MOUND SPOIL ON LOW SIDE

SCALE 1:100

1 in 50

BEHIND KERB

2.25

2.703.20

NON DRINKING WATERDRINKING WATER

GAS

1 in 30 1 in 30

0.051.50

VERGE2.80

TRAFFIC LANE3.65

TRAFFIC LANE3.65

CARRIAGEWAY7.30FOOT

PATH

PROP

ERTY

B

OUND

ARY

BEHIND KERBDRAINAGEDRAINAGE

0.80SEWER

DESI

GN LI

NE

16.0m ROAD RESERVEFAVERO STREET, CARCOOLA RISE &MEYER CRESCENT (NORTH/SOUTH)

SCALE 1:100

MIN 1 in 30MAX 1 in 12

0.60600 B2

0.60600 B2

1 in 50

1 in 301 in 30

ROAD RESERVE20.00

VERGE3.50

TRAFFIC LANE3.50

TRAFFIC LANE3.50

VERGE3.451.50

0.05

CARRIAGEWAY11.20FOOT

PATH

PROP

ERTY

BOUN

DARY

DESI

GN LI

NE

20.0m ROAD RESERVEOCONNOR AVENUE

SCALE 1:100


MIN 1 in 30MAX 1 in 12MAX 1 in 12

PARKINGBAY2.10

PARKINGBAY2.10

0.80SEWER

0.60600 B2

0.60600 B2

BEHIND KERBBEHIND KERBDRAINAGE DRAINAGE

BEHIND KERB

EXISTING WATERWAY CHANNEL50.00

ROAD

RES

ERVE

BOU

NDAR

Y

1 in 50

OPTIC FIBRE

ELECTRICITY

1.500.05

FOOTPATH

PROP

ERTY

BOUN

DARY

2.60

1.85

0.80 SEWER


ROAD RESERVE16.00

VERGE2.50

1 in 50

BEHIND KERB

2.25

2.703.20

NON DRINKING WATERDRINKING WATER

GAS

1 in 301 in 30

0.051.50

VERGE2.80

TRAFFIC LANE3.65

TRAFFIC LANE3.65

CARRIAGEWAY7.30 FOOT

PATH

PROP

ERTY

B

OUND

ARY

MAX 1 in 12MIN 1 in 30

DRAINAGE

0.80 SEWER

16.0m ROAD RESERVEMEYER CRESCENT (EAST/WEST)

SCALE 1:100

DESI

GN LI

NE

ROAD RESERVE16.00


VERGE4.05

BEHIND KERBDRAINAGE

0.60600 B2

0.60600 B2

SHARED PATH3.00

ROAD

RES

ERVE

BOU

NDAR

Y

ELECTRICAL RESERVE

OPTIC FIBRE

ELECTRICITY 2.60

1.85

1.95

2.403.12DRINKING WATER

GAS

NON DRINKING WATER

0.750

mCO

VER

OPTIC FIBRE

ELECTRICITY1.95

1.20

1.00m

TREN

CHDE

PTH


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-002-DET.dwg


ofSheet


AS CONSTRUCTED

1101438 03 003 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380TYPICAL CROSS SECTIONSAND GENERAL DETAILS

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R


A ISSUED FOR CONSTRUCTION 26.03.20 CD DB


03 21

MINMIN

ISOLATION JOINT (IJ)

ISOLATION JOINT ALL AROUND

FILLER

100

R6

300

SEALANT

TYPICAL PIT JOINTING

BARS @ 200 CENTRES2 No.Y12x600 DEFORMED

RF82 FABRIC

1000 x 12mm dia.

WEAKENED PLANE JOINT (WJ)

TIE BARS AT 800mm CENTRES.GRADE 400Y DEFORMED

500OR INSERTSAW CUT

INDUCED CRACK

INDUCED CRACK

COMPOUNDBOND BREAKING

DOWEL CAP

SAW JOINT (SJ) AND CONTRACTION JOINT (CJ)

RF82 FABRIC

DOWELS AT 300mm CENTRES

DOWELED BUTT JOINT (DJ)TRANSVERSE CONSTRUCTION JOINT DETAIL

GRADE 250R STEEL450mm x 28mm dia.

R6

75

75R6

30025 140

FORMED GROOVEAND SEALANT

CONTRACTION JOINT

RF82 FABRIC5

R650

SAW JOINT

R6 50 R6 R6

AND SEALANTSEALANT RESERVOIR

75

200

200

PIT WALL

FORM GROVEAND SEALANT

DOWEL BAR WITH BOND BREAKING 450mmX28mm DIA. GRADE 250R STEEL

COMPOUND AT 300mm CENTRES

CONCRETE JOINTING DETAILS ISLAND INFILLNOT TO SCALE

CONCRETE JOINTING NOTES1. SAW JOINTS ARE TO BE PLACED AT A MAXIMUM 5m SPACING AT INTERSECTIONS AND

CONSTRUCTED 18-24 HOURS AFTER POURING.2. TRANSVERSE/CONTRACTION JOINTS ARE TO BE PLACED AT A MAXIMUM SPACING OF 15m.3. ISOLATION JOINTS ARE TO BE PLACED AROUND PITS4. ALL JOINTS SHALL BE LOCATED AND SPACED IN ACCORDANCE WITH "CEMENT AND CONCRETE

ASSOCIATION OF AUSTRALIA - CONCRETE PAVEMENT DESIGN FOR RESIDENTIAL STREETS 1997"

ExGExNDW

ExO ExE

GWR

GWR

GWR

H

H

300Ø

750Ø

300Ø

225Ø

225Ø

225Ø

ExG ExNDWExDW

ExS

750Ø

750Ø

ExDW

FUTURESTAGE 4

EXISTINGSTAGE 2

20.00

16.00

OCONNOR AVENUE

FAVERO STREET

CARC

OOLA

RIS

E

OO

OO

OO

OO

O

IRRIRR

IRRIRR

IRRIRR

IRRIRR

IRRIRR

IRRIRR

IRRIRR

IRRIRR

EE

EE

EE

EE

E

GG

GG

GG

GG

G

NDWNDW

NDWNDW

NDWNDW

NDWNDW

DWDW

DWDW

DWDW

DWDWO

OO

OO

OO

EE

EE

EE

E

GG

GG

GG

NDW

NDW

NDW

NDW

NDW

DWDW

DWDW

DWDW

GG

GG

GG

NDWNDW

NDWNDW

NDW

DWDW

DWDW

DWDW

OO

OO

OO

O

EE

EE

EE

E

332

331

330

329

333

323

324

325

326

328

347

348

349

351

350

346

345

344

343

342

341

340

339

338

337

336

335

334

2.0m D E

2.0m

D E

GWR

GWR

GWR

GWR

GWR

2.0m D E

2.0m

D E

GWRGW

RGW

R

GWR

GWR

GWR

GWRGW

R

H

H

FS21.27

FS21.77

FS21

.67

FS21.74

FS21

.80

FS21

.33

FS21

.15FS

21.61

FS21.89

FS22.08

FS21

.20

FS21

.70

FS21.74

FS21

.87

FS21.60

FS21.79

FS21.51

FS22

.11

FS22

.75FS

22.77

FS22

.59

FS22

.24FS

22.44

FS22

.65

FS22

.16FS

22.37

FS22

.58

FS22

.08FS

22.29

FS22

.51

FS22

.01FS

22.22

FS22

.44

FS21

.94FS

22.16

FS21.66

FS21.58

FS21.72

FS21.66

21.04

21.46

21.46

21.63

21.64

21.08

20.71

21.08

21.74

21.60

21.45

20.84

21.11

21.56

21.59

21.08

21.45

21.18

21.62

21.92

21.81

21.60

21.69

21.91

21.61

21.66

21.53

21.63

21.82

21.55

21.66

21.79

21.57

21.65

21.28

21.33

21.38

21.45

FR23

.02

FR22

.75

FR22

.68

FR22

.61

FR22

.54

FR21.81

FR21.88

FR21.96

FR22.04

2.0m D E

2.0m D E

H

FS21

.60

21.68

FR21

.90

FS21.35

FS21

.98

FS22

.02

FS22

.06

FS22

.10 FS22.05

FS21

.40

FS21

.90

FS21

.45

FS21

.50FS

21.99

FS21

.56FS

22.03

FS21

.61FS

22.08

FS22

.12

FS21

.94

21.29

21.3521

.4521.5821

.68 21.49

21.32

21.08

21.39

21.15

21.41

21.37

21.49

21.48

21.62

21.6221

.70

FR21

.86

FS22.2321.67

FS22

.3821.81

FR22

.48

FS22

.3221.82

FR22

.42

FS21.9921.78

FS21.8921.71

FS21

.1421.11

FS21

.5921.67

SS

SS

S

FR21.53

FR21

.45FR21

.63FS21

.34

FS21.58

FS21.51

21.25

21.25

FR21

.64

FR21.88

FR21.81

FR21

.81

FR21

.75

FR22

.70

FR21

.65

FR21.60

FS22

.1321

.63

FR22.07

FS22

.2321.64

FR22

.33

FS21

.94

FS22

.01

FS22

.09

FS22

.16

FS21

.8721.6021

.5421.4921

.40

21.62

FR22

.31

FR22

.34

FR22

.31

FR22

.24

FR22

.17

FR21

.40

FR21

.97

327

H

H

H

H

H

H

GWR

S

SS

SS

SS

SS

SS

S

S

H

16.0m D.S.E

GWR

600Ø

600Ø

300Ø

300Ø

225Ø

300Ø

225Ø

225Ø

300Ø

600Ø

375Ø

375Ø

300Ø

375Ø

300Ø

GWR

GWR

300Ø

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

900Ø

H

HH

H

H

H

H

H

H

H

H

H

1050Ø

1050Ø

900Ø

900Ø

900Ø

3-03

3-40

1.00

1.00

1.45

1.00

1.00

3-42

3-38

3-39

3-02

3-32 3-31

3-30

3-37

X1-09

X1-10X1-11

X2-37

X2-38

16.00

EXISTINGWATERWAY

433

434

435

436

R8.6

R8.6

R8.6

R8.6

CH56

9.48

CH58

5.48

CH59

9.48

CH61

3.48

CH62

5.98

CH67

4.48

CH55

3.48

CH68

6.98

CH42.75

CH55.25

CH21

1.61

CH22

5.61

CH23

9.61

CH25

2.11

CH26

4.61

CH42.75

CH55.25

CH67.75

CH80.58

CH92

.35

CH10

6.35

CH11

8.85

CH13

1.35

CH14

3.85

CH92

.35

CH10

4.85

CH11

8.85

CH13

1.35

CH14

3.85

CH79

.85

CH104.75

CH19

9.11

TPCH

168.2

0

TPCH11.80

LTPC

H62

1.88

LTPC

H63

7.83

TPCH

661.4

3

FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE

PROVIDED BY LANDSCAPERS

PROVIDE 300mm CONCRETEEDGE STRIP AND TURNING

CIRCLE 150mm DEPTH 40mmN.S. CL3 CR

PROVIDE 300mm CONCRETEEDGE STRIP AND TURNINGCIRCLE 150mm DEPTH 40mmN.S. CL3 CR

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &

BARRIER AND MATCH NEATLY INTOEXISTING CONSTRUCTION

LTPCH66.80

LTPCH90.40

RTPC

H63

0.83

PROVIDE 300ØPIPE STUB CONSTRUCT OPEN

CUT DRAIN ANDGRADE OVERLAND

CONSTRUCT OPENCUT DRAIN AND

GRADE OVERLAND

600 B2

600 B2

600 B2

600 B2

600 B2

600 B2600 B2

600 B

2

600 B

2

FL 20

.55

FL 20

.24

FL 19

.92

CH78

.35

25

15.5

28

12.5

28

12.5

28

14

4.24

29

15.5

12.5

32

12.514

32

14

32

32

16

32

16

29

4.24 14

32

17

12.5

32

12.5

32

254.24

15

28

18

21

12.5

21

12.512.5

21

14

21

14

32

32

32

32

32

12.5

32

32

12.5

28

12.5

12.5

28

12.5

28 12.83

32

12.512.5

12.512.5

12.5

1414

28

12.512.5

12.5 12.5

1416

1614

14

12.5

28

32

12.5

12.5

12.5

12.83

32

21

21

12.5

12.5

4.24

14

1412.5

X2-39

X2-40

X2-41X2-42

3-41

3-33

3-343-35

3-36

3-01

PROVIDE 675ØPIPE STUB

REMOVE TEMPORARY PIT COVERAND CONSTRUCT GRATED INLET

UNIT WITH HEAVY DUTY PIT COVER

REMOVE TEMPORARY PIT COVERAND CONSTRUCT GRATED INLET

UNIT WITH CLASS B PIT COVER

REMOVE TEMPORARY PIT COVER ANDREPLACE WITH CLASS B PIT COVER

REMOVETEMPORARY PITCOVER ANDREPLACE WITHCLASS B PIT COVER

ExGExG

ExNDWExNDW

ExGExG

ExG

ExNDWExNDW

ExNDW

ExOExO

ExO

ExEExE

ExE

ExOExO

ExEExE

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

H

H

H

H

H

H

H

H

H

H

ExS

ExS

300Ø

300Ø 225Ø

225Ø

ExO

ExO

>>

>>

>>

>

GWR

ExS

ExS

ExSExS

ExS

ExSExS

ExS

ExO

ExO

GWR

GWR

GWR

H

375Ø

ExS

ExE

ExE

ExE

ExDWExDW

ExDW

ExDWExDW

FUTURESTAGE 4

EXISTINGSTAGE 2

16.00

16.00

FAVERO STREET

CARCOOLA RISE

MEYE

R CR

ESCE

NT

MEYER CRESCENT

OE

GG

NDW

DWDW

OE

OE

G NDW

DW

GNDWDW

OO

OO

O

EE

EE

E

GG

GG

GG

NDW

NDW

NDW

NDW

NDW

NDW

DWDW

DWDW

DWDW

GG

GG

NDWNDW

NDWNDW

DWDW

DWDW

GG

GG

GG

NDWNDW

NDWNDW

NDW

DWDW

DWDW

DWDW

OE

E

G

G

G

G

NDW

NDW

NDW

NDW

DW

DW

DW

DW

OO

OO

EE

EE

307

306

305

304

303

302

301

310

311

313

314

315

316

317

318

319

308

309

320

321

332

331

330

329

333

322

323

324

325

326

328

2.0m D E

2.0m

D E

2.0m D E

2.0m D E

2.0m

D E

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWRGWR

H

H

H

H

H

H

H

H

H

H

H

H

H

H

FS21.74

FS21

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FS23.21

FS23.43FS23.39

FS22.57FS22

.65FS22.69

FS22

.68

FS23.28

FS23.64

FS23.36

FS23.71

FS23.60

FS23.27

FS23.32FS22.83

FS23.02

FS23.50

FS22.96

FS23.45

FS22.90

FS23.39

FS23.55

FS23.17

FS21.89

FS22.08

FS22

.74FS

23.13

FS22

.81FS

23.27

FS23.06FS23.11

FS22.97

FS23.05

FS22.88

FS22.98

FS22.80

FS22.92

FS22.71FS22.85

FS23.16

FS23.31

FS23.57

FS22

.53FS

22.77

FS21

.87

FS22

.84

FS23.25

FS22

.46

FS23.19

FS22

.11

FS22

.93

FS22.77

FS23.65

FS22

.61

FS22.77

FS22

.75FS

22.77

FS22

.59FS

22.71

FS22

.24FS

22.44

FS22

.65

FS22

.16FS

22.37

FS22

.58

FS22

.08FS

22.29

FS22

.51

FS22

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22.22

FS22

.44

FS21

.94FS

22.16

21.63

21.64

22.54

22.5522.61

21.90

21.93

22.01

22.68

22.75

22.88

22.87

22.52

22.53

22.3222.18

22.30

22.40

22.26

22.36

22.22

22.34

22.45

22.47

21.74

21.60

22.06

22.11

22.14

22.22

22.45

22.42

22.34

22.33

22.2022.26

22.1222.18

22.0422.12

22.49

22.59

22.69

21.85

21.91

21.59

22.15

22.21

21.83

22.60

21.62

22.00

22.03

22.63

21.92

21.94

21.92

22.04

21.81

21.96

21.60

21.69

21.91

21.61

21.66

21.85

21.53

21.63

21.82

21.55

21.66

21.79

21.57

21.65

FR23.26

FR23.20

FR23.13

FR23.07

FR23.00

FR22.92

FR23

.14

FR23

.02

FR22

.86

FR22

.75

FR22

.68

FR22

.61

FR22

.54

HFS22.2321.67

FS22

.3821.81

FR22

.48

FS22

.3221.82

FR22

.42

FS21.9921.78

FS21.8921.71

E

E

E

E

O

O

O

O

SS

S

SS

SS

S

SS

SS

SS

FR23.31

FR23.08

FR23.15

FR23.21

FR23.27

S

S

S

S

S

S

S

S

SS

S

SS

SS

GWR

FS23.49

22.59

FS23.4222.65

FS22

.4421

.83

FR23

.06

FR22

.99 FR22.94

FR22

.93

FR23.02

FS22

.8122

.09FR

23.09

312

327

2.0m D E

H

H

H

H

H

SS

SS

S

2.0m S E

16.0m D.S.E

3.0m D E

GWR

600Ø

750Ø

750Ø

750Ø

750Ø

300Ø

300Ø

300Ø

750Ø

300Ø

300Ø

300Ø

225Ø

300Ø

300Ø

300Ø

225Ø

300Ø

300Ø

300Ø

225Ø

300Ø

300Ø

225Ø

225Ø

375Ø

300Ø

750Ø

750Ø

GWR

GWR

750Ø

300Ø

GWR

22.02

GWR

GWR

GWR

GWR

GWR

GWR

GWR

900Ø

750Ø

GWR

16.00

3-03

3-073-20

1.00

1.00

1.00

1.00

1.00

5.70

11.73

6.47

1.45

3-02

3-04

3-05

3-29

3-06

3-213-22

3-23

3-24

3-25

3-08

3-10 3-19

3-11

3-18

3-12

3-14

3-15

3-16

3-17

3-27

3-32 3-31

3-30

3-37

ELECTRICALRESERVE

433

434

435

436

3-13

R9.4 R10.

6

R41.35

R34.95

R8.6 R8.6

CH21

1.61

CH22

5.61

CH23

9.61

CH25

2.11

CH26

4.61

CH21

6.11CH

259.3

6

CH20

2.11

CH27

1.86

CH92

.35

CH10

6.35

CH11

8.85

CH13

1.35

CH14

3.85

CH28.85

CH41.35

CH55.35

CH67.85

CH80.35

CH110.59

CH122.50

CH128.07

CH28.85

CH44.85

CH58.85

CH71.35

CH85.35

CH98.23

CH108.02

CH166.77

CH180.77

CH194.77

CH104.75

CH19

9.11

TPCH11.80

RTPC

H22

6.16



TREE RESERVE

REMOVE EXISTINGCONCRETE EDGE STRIP,

"NO ROAD" SIGN &BARRIER AND MATCH

NEATLY INTO EXISTINGCONSTRUCTION

REMOVE EXISTING CONCRETEEDGE STRIP, "NO ROAD" SIGN &

BARRIER AND MATCH NEATLY INTOEXISTING CONSTRUCTION

LTPCH90.40

RTPC

H24

9.76

TPCH

112.77

TPCH92.66

RTPCH

140.72

RTPCH

117.41

LTPCH

124.01

LTPCH

134.11





CONSTRUCT OPEN CUT DRAINAND GRADE TO PIT 3-13

CONSTRUCT OPENCUT DRAIN ANDGRADE OVERLAND

600 B2

600 B2

600 B2

600 B2

600 B

2

600 B

2

600 B2

600 B2

FENCE OR BOLLARDS ALONGDRAINAGE RESERVE TO BE

PROVIDED BY LANDSCAPERS

STANDARD TREE RESERVE FENCEPROVIDED BY LANDSCAPERS.

CH78

.35

254.24

15

28

18

21

12.5

21

12.512.5

21

14

21

14

21

12.5

18

13.25

12.5

28

14

28

28

12.5

12.5

28

28.6

11.5

10.79

28.4

12.5

16

28

28.5

28

14

28

12.5

28

14

1613.0

4.24

17.39

12

32.4

28

14

28

14

14

18

21

14 14

21

14

32

14

32

12.5

32

12.5

32

32

13.5

12.5

32

12.5

28.4

12

12.5

12.5

1412

.5

1412

.5

14

14

1416

21

32

13.5 12.512.5

12.512.5

12.5

1414

28

28

12.5

21

21

A1.71

10.25

A14.1R30

12.31

0.58

4.24

4.24

14

1412.5

11 14

A12.81R46

7.31

A6.71

7.29A5.72

16

16.36

16

CH150.77

3-35

3-36

3-09

3-26

3-28



1.31

1.00

FUTURE SHARED PATH.INDICATIVE ALIGNMENT

EXISTING OVERHEAD POWERLINE

EXISTING POWER POLE

1:500 @ A10 50403020105 N

1101438 03 010 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380LAYOUT PLAN

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R


A ISSUED FOR CONSTRUCTION 26.03.20 CD DBB TACTILES UPDATED 08.10.20 LM DB


04 21

WARNING

BEWARE OF UNDERGROUND SERVICES

The locations of underground services are approximate only and

their exact position should be proven on site.

No guarantee is given that all existing services are shown.

Locate all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

FOR CONTINUATION SEE BELOW LEFT

ROAD LAYOUT TABLE

ROAD NAME RESERVE WIDTH (m)ROAD WIDTH (m) VERGE WIDTH (m)

LIP to LIP INV to INV BACK to BACK NORTH/WEST SOUTH/EASTOCONNOR AVENUE 20.00 6.40 (10.30) 7.30 (11.20) 7.60 (11.50) 6.95 (5.00) 5.45 (3.50)MEYER CRESCENT (E / W) 16.00 6.40 7.30 7.60 4.35 4.05MEYER CRESCENT (N / S) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (E / W) 16.00 6.40 7.30 7.60 4.05 4.35CARCOOLA RISE (N / S) 16.00 6.40 7.30 7.60 4.35 4.05

FAVERO STREET 16.00 6.40 7.30 7.60 4.35 4.05

NOTE: DIMENSIONS IN PARENTHESES INCLUDES PARKING LANE

FOR CONTINUATION SEE ABOVE RIGHT

NOTEEXISTING DRAINAGE PITS WITHIN THIS STAGETO HAVE TEMPORARY PIT COVERS REMOVEDAND TO BE MODIFIED TO PERMANENTCONDITIONS. REFER TO THE PIT SCHEDULEFOR DETAILS. SHEET NUMBER 403

LocationGas ND - Water Water Electricity Telecommunication

Side Offset(m) Side Side Side Side

SERVICE OFFSET TABLE

NOTE: STREET TREES ARE TO BE PLANTED IN THE CENTRE OF ALL NATURE STRIPS

Sewer

SideOffset(m)

Offset(m)

Offset(m)

Offset(m)

Offset(m)

SOUTH 1.95 SOUTH 1.20NORTH NORTH 0.80

N / E 2.60 N / E 1.85S / W

SOUTH 2.60 SOUTH 1.85NORTH

OCONNOR AVENUE

MEYER CRESCENT

FAVERO STREET

3.122.401.95

3.202.702.25

3.202.702.25

S / W 0.80

SOUTH 0.80

N / E 2.60 N / E 1.85S / WCARCOOLA RISE 3.202.702.25 EAST 0.80

NORTH

S / W

NORTH

S / W

NORTH

S / W

NORTH

S / W

WARNING!OVERHEAD ELECTRICITY LINES IN VICINITY.CONTRACTOR TO EXERCISE EXTREME CAUTION WHENOPERATING IN THE VICINITY OF THESE LINES. THECONTRACTOR MUST ADHERE TO ALL "NO GO ZONE"REQUIREMENTS OF THE POWER AUTHORITY.

FR157.40

TW159.30

BW159.30

141.34

FS140.35

GW

G

H

O

DW

Ex S

E

O/H E

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERS (INDICATIVE ONLY)ELECTRICITY (UNDERGROUND)ELECTRICITY (OVERHEAD)

GAS

OPTIC FIBRE

WATERRECYCLED WATER

EXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALL

RETAINING WALLZERO LOT LINESPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

NDW

T TELECOMMUNICATIONS

ExG

ExO

ExDW

ExE

ExO/H EEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBRE

EXISTING WATEREXISTING RECYCLED WATERExNDW

ExT EXISTING TELECOMMUNICATIONS

MELBOURNE WATER DRAIN & PIT

RIDGE LINE

TREE PROTECTION ZONE (TPZ)

IRRIGATIONIRR

LOT HATCHINGPAVEMENT HATCHINGPARK RESERVES/NATURE STRIP HATCHING

DRAINAGE RESERVEMAINTENANCE ACCESS TRACKDRY OUT AREA

ELECTRICAL KIOSK

Beveridge WilliamsScale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-010-LAY.dwg


ofSheet


AS CONSTRUCTED

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.5

AutoCAD SHX Text

19.0

AutoCAD SHX Text

19.5

AutoCAD SHX Text

19.5

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.0

AutoCAD SHX Text

20.5

AutoCAD SHX Text

20.5

AutoCAD SHX Text

21.0

AutoCAD SHX Text

21.0

AutoCAD SHX Text

22.0

AutoCAD SHX Text

23.0

AutoCAD SHX Text

23.0

AutoCAD SHX Text

23.0

CH 3.

200

CH 11

.801

CH 17

3.762

CH 27

8.113

CH 30

3.812

CH 30

9.812

CH 31

4.762

ELV.

21.00

0

ELV.

21.15

0

ELV.

22.15

3

ELV.

22.67

4

ELV.

22.54

6

ELV.

22.48

4

ELV.

22.35

2

CH 278.113RL 22.674

CH 3.200

CH 314.762

RL 21.000

RL 22.352

-3 % 1.75 % 0.62 % 0.5 % -0.5 % -1.03 % -2.67 % 3 %VERTICAL GEOMETRY

R= -23.15m HCHORIZONTAL GEOMETRY

0.000

21.21

621

.096

3.200

21.22

121

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11.80

021

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21.27

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21.15

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21.20

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21.05

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20.00

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.141

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21.10

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21.17

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21.15

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21.26

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21.44

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21.33

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21.41

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21.35

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21.32

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21.32

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60.00

021

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21.45

521

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21.37

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21.44

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66.79

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21.45

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21.44

421

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21.49

067

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21.45

321

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21.45

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21.49

6

80.00

021

.571

21.47

621

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21.47

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80.58

121

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21.48

021

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21.48

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90.39

921

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21.64

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21.62

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100.0

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21.68

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104.7

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521

.629

21.72

5

120.0

0021

.771

21.78

321

.724

21.72

421

.820

124.7

4821

.757

21.75

921

.753

21.77

021

.753

21.84

9

140.0

0021

.807

21.76

421

.848

21.83

121

.848

21.94

4

160.0

0021

.783

21.78

921

.971

21.97

122

.067

161.1

1421

.784

21.78

921

.978

21.97

822

.074

173.7

6221

.810

21.81

222

.057

21.82

422

.057

22.15

3

180.0

0021

.835

21.85

922

.088

21.85

022

.088

22.18

4

199.1

1221

.788

21.79

122

.183

21.82

522

.183

22.27

920

0.000

21.79

021

.792

22.18

821

.826

22.18

822

.284

202.1

1221

.797

21.79

722

.198

21.82

922

.198

22.29

4

211.6

1321

.842

21.81

522

.246

21.85

822

.246

22.34

2

216.1

1221

.848

21.82

022

.268

21.85

422

.268

22.36

4

220.0

0021

.853

21.82

622

.288

21.85

922

.288

22.38

4

225.6

1321

.863

21.85

122

.316

21.88

722

.316

22.41

222

6.161

21.86

521

.854

22.31

921

.891

22.31

922

.415

239.6

1321

.946

21.91

322

.386

22.38

622

.482

240.0

0021

.948

21.91

522

.388

22.38

822

.484

249.7

6221

.990

21.95

222

.437

22.01

822

.437

22.53

325

2.113

22.00

121

.961

22.44

822

.026

22.44

822

.544

259.3

6122

.039

22.00

222

.485

22.06

422

.485

22.58

126

0.000

22.04

322

.006

22.48

822

.069

22.48

822

.584

264.6

1322

.070

22.03

722

.511

22.10

122

.511

22.60

7

271.8

6222

.113

22.08

722

.547

22.13

922

.547

22.64

3

278.1

1322

.163

22.15

422

.579

22.15

022

.578

22.67

428

0.000

22.18

422

.174

22.56

922

.160

22.56

922

.665

300.0

0022

.389

22.34

922

.469

22.39

322

.469

22.56

5

303.8

1222

.400

22.54

6

309.8

1222

.394

22.48

4

314.7

6222

.402

22.35

2

317.9

6222

.412

22.44

8

DATUM RL18

CARCOOLA RISE LONGITUDINAL SECTION

CHAINAGE

EXISTING SURFACE

EXISTING SURFACE ATLEFT BOUNDARY

LEFT LIP OF KERB

EXISTING SURFACE ATRIGHT BOUNDARY

RIGHT LIP OF KERB

DESIGN CENTRELINE

TP LTP

LTP

INTERSECTION WITHOCONNOR AVENUE.

REFER DRAWING 1101438-03-301FOR DETAILS

INTERSECTION WITHFAVERO STREET

FUTURE STAGE 4DEVELOPMENT

PROPOSED STAGE 3DEVELOPMENT



RTP

RTP

INTERSECTION WITHMEYER CRESCENT

EXISTING STAGE 2DEVELOPMENT


INTERSECTION WITHMANTON ROAD.


1:500 H 1:50 V @ A1HORIZONTAL

0 50.5VERTICAL

4321

0 50403020105Beveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-100-RLS.dwg


ofSheet


AS CONSTRUCTED

1101438 03 100 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSCARCOOLA RISE

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




05 21

LEGENDEXISTING SURFACEDESIGN LINEFUTURE DESIGN LINEEXISTING SURFACE AT

RIGHT LIP OF KERBEXISTING SURFACE AT

LEFT LIP OF KERB

RIGHT BOUNDARY

LEFT BOUNDARY

CH 40

.000

CH 65

.850

CH 16

8.199

CH 17

6.800

ELV.

22.27

3

ELV.

22.14

3

ELV.

21.57

5

ELV.

21.46

7

CH 40.000RL 22.273

CH 176.800RL 21.467

0.5 % -0.5 % -0.56 % -1.25 % 3 %VERTICAL GEOMETRY

HORIZONTAL GEOMETRY

29.85

021

.978

22.04

021

.944

22.22

2

40.00

021

.878

21.86

421

.870

22.27

3

60.00

021

.776

21.67

821

.779

22.17

3

65.85

021

.647

21.68

521

.688

22.14

3

79.85

021

.552

21.60

321

.970

21.63

821

.970

22.06

680

.000

21.55

321

.603

21.96

921

.632

21.96

922

.065

92.34

921

.578

21.60

721

.900

21.39

821

.900

21.99

692

.351

21.57

821

.607

21.90

021

.398

21.90

021

.996

100.0

0021

.521

21.55

821

.858

21.45

721

.858

21.95

4

104.8

4921

.524

21.53

521

.831

21.49

121

.831

21.92

710

6.351

21.52

521

.531

21.82

221

.501

21.82

221

.918

118.8

4921

.539

21.54

721

.753

21.53

721

.753

21.84

911

8.851

21.53

921

.547

21.75

321

.537

21.75

321

.849

120.0

0021

.541

21.54

921

.747

21.54

121

.747

21.84

3

131.3

4921

.575

21.57

421

.683

21.59

521

.683

21.77

913

1.351

21.57

521

.574

21.68

321

.595

21.68

321

.779

140.0

0021

.617

21.46

621

.635

21.62

321

.635

21.73

1

143.8

4921

.605

21.58

821

.614

21.62

021

.614

21.71

014

3.851

21.60

521

.588

21.61

421

.620

21.61

421

.710

160.0

0021

.586

21.59

821

.518

21.52

421

.620

168.1

9921

.557

21.62

521

.459

21.57

516

8.201

21.55

721

.625

21.45

921

.575

176.8

0021

.564

21.46

7

180.0

0021

.556

21.56

3

DATUM RL19

CHAINAGE

EXISTING SURFACE


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

FAVERO STREET LONGITUDINAL SECTION



TP

INTERSECTION WITHCARCOOLA RISE.



0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 101 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSFAVERO STREET

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




06 21



LEFT LIP OF KERB

RIGHT BOUNDARY

LEFT BOUNDARY

CH 3.

200

CH 11

.801

CH 11

7.408

CH 14

0.716

CH 24

3.235

CH 26

5.286

CH 28

8.893

ELV.

22.37

8

ELV.

22.51

6

ELV.

23.04

4

ELV.

23.27

7

ELV.

23.79

0

ELV.

23.62

3

ELV.

23.38

7

CH 241.710RL 23.767

CH 3.200RL 22.378

-3 % 1.61 % 0.5 % 1 % 0.5 % -0.76 % -1 % -0.5 %VERTICAL GEOMETRY

L= 15m VC

R= -38.15m HC R= 10m HC R= 10m HCHORIZONTAL GEOMETRY

0.000

21.94

022

.474

3.200

21.95

022

.378

11.80

121

.978

22.01

821

.932

22.51

6

20.00

021

.968

22.01

421

.924

22.46

122

.557

28.84

921

.973

22.03

022

.505

21.93

622

.505

22.60

128

.851

21.97

322

.030

22.50

521

.936

22.50

522

.601

40.00

022

.204

22.24

422

.561

22.16

622

.561

22.65

741

.349

22.18

122

.178

22.56

822

.170

22.56

822

.664

44.85

122

.102

22.03

422

.585

22.11

822

.585

22.68

1

55.34

922

.190

22.21

722

.638

22.15

422

.638

22.73

4

58.85

122

.213

22.23

122

.655

22.17

922

.655

22.75

160

.000

22.21

822

.235

22.66

122

.187

22.66

122

.757

67.84

922

.248

22.26

222

.700

22.22

622

.700

22.79

6

71.35

122

.268

22.27

022

.718

22.26

022

.718

22.81

4

80.00

022

.291

22.29

622

.761

22.29

922

.761

22.85

780

.349

22.29

222

.298

22.76

322

.301

22.76

322

.859

83.85

122

.306

22.31

222

.780

22.32

222

.780

22.87

6

92.66

422

.348

22.36

022

.824

22.37

122

.824

22.92

0

96.97

522

.379

22.38

822

.846

22.41

022

.846

22.94

210

0.000

22.40

322

.408

22.86

122

.438

22.86

122

.957

107.1

8322

.457

22.45

422

.897

22.48

522

.897

22.99

3

110.5

9222

.475

22.46

722

.914

22.50

222

.914

23.01

011

2.768

22.48

722

.475

22.92

522

.513

22.92

523

.021

117.4

0822

.511

22.49

622

.948

22.52

522

.948

23.04

412

0.000

22.52

722

.508

22.53

623

.070

121.2

0822

.535

22.51

722

.542

23.08

212

2.495

22.54

322

.533

22.54

323

.095

124.0

1122

.554

22.55

222

.543

23.11

0

128.0

6522

.581

22.61

022

.545

23.15

1

134.1

1322

.599

22.65

222

.547

23.21

113

6.916

22.60

122

.657

22.54

823

.239

140.0

0022

.612

22.67

322

.558

23.27

014

0.716

22.61

622

.677

22.56

023

.277

150.7

6622

.654

22.69

623

.231

22.59

523

.231

23.32

7

160.0

0022

.680

22.70

423

.278

22.73

823

.278

23.37

4

166.7

6622

.827

22.76

723

.311

22.69

223

.311

23.40

7

180.0

0022

.745

22.74

823

.377

22.73

623

.377

23.47

318

0.766

22.75

522

.757

23.38

122

.746

23.38

123

.477

194.7

6622

.895

22.95

723

.451

22.86

523

.451

23.54

7

200.0

0022

.930

22.99

023

.477

22.91

023

.477

23.57

3

220.0

0023

.170

23.15

823

.577

23.17

223

.577

23.67

3

235.7

3523

.269

23.31

223

.656

23.24

623

.656

23.75

2

240.0

0023

.277

23.32

523

.670

23.26

123

.670

23.76

6

243.2

3523

.284

23.32

623

.669

23.29

223

.669

23.76

6

250.7

3523

.336

23.34

423

.637

23.36

523

.637

23.73

3

260.0

0023

.405

23.42

423

.567

23.40

223

.567

23.66

3

265.2

8623

.421

23.46

523

.403

23.62

3

269.3

8523

.435

23.47

923

.404

23.58

2

280.0

0023

.458

23.50

323

.403

23.47

6

285.0

9323

.453

23.48

523

.403

23.42

5

288.8

9323

.447

23.47

023

.291

23.40

723

.291

23.38

7

300.0

0023

.424

23.42

623

.235

23.40

223

.235

23.33

1

DATUM RL19

MEYER CRESCENT LONGITUDINAL SECTION

CHAINAGE

EXISTING SURFACE


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

TP

INTERSECTION WITHCARCOOLA RISE.




TP TP LTP

LTP

RTP

RTP


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 102 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSMEYER CRESCENT

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




07 21



LEFT LIP OF KERB

RIGHT BOUNDARY

LEFT BOUNDARY

CH 54

2.676

CH 56

2.676

ELV.

21.34

4

ELV.

21.44

4

CH 562.676RL 21.444

CH 542.676RL 21.344

-0.5 % 0.5 % -0.4 %VERTICAL GEOMETRY

HORIZONTAL GEOMETRY

503.4

8321

.778

21.84

721

.768

21.53

9

520.0

0021

.777

21.81

721

.747

21.30

221

.457

540.0

0021

.746

21.72

721

.747

21.20

221

.357

542.6

7621

.731

21.72

221

.189

21.74

021

.189

21.34

4

553.4

8321

.672

21.68

321

.243

21.66

621

.243

21.39

8

560.0

0021

.662

21.67

421

.276

21.62

821

.276

21.43

056

2.676

21.64

521

.669

21.28

921

.611

21.28

921

.444

569.4

8421

.612

21.61

521

.262

21.57

521

.262

21.41

6

580.0

0021

.570

21.54

621

.220

21.55

721

.220

21.37

4

585.4

8421

.517

21.49

321

.198

21.54

021

.198

21.35

2

599.4

8421

.438

21.41

021

.142

21.47

021

.142

21.29

660

0.000

21.43

421

.409

21.14

021

.466

21.14

021

.294

613.4

8421

.392

21.39

321

.086

21.40

621

.086

21.24

0

620.0

0021

.382

21.36

821

.404

21.06

021

.214

621.8

8421

.375

21.35

621

.403

21.05

221

.207

625.9

8421

.362

21.32

521

.094

21.39

421

.036

21.19

0

630.8

3421

.349

21.32

321

.075

21.38

021

.075

21.17

1

637.8

3421

.324

21.29

421

.047

21.35

421

.047

21.14

364

0.000

21.30

221

.269

21.03

821

.333

21.03

821

.134

660.0

0021

.086

20.95

821

.144

20.95

821

.054

661.4

3421

.070

21.02

720

.952

21.13

021

.048

674.4

8420

.926

20.84

320

.842

21.01

820

.842

20.99

6

680.0

0020

.872

20.51

320

.820

21.00

520

.820

20.97

4

686.9

8320

.858

20.70

820

.792

20.97

520

.792

20.94

6

700.0

0020

.678

20.73

220

.740

20.80

820

.740

20.89

4

720.0

0020

.822

20.71

820

.702

20.71

820

.814

740.0

0020

.690

20.71

020

.638

20.70

020

.638

20.73

4

760.0

0020

.627

20.70

520

.500

20.60

920

.500

20.65

4

780.0

0020

.587

20.59

520

.420

20.55

520

.420

20.57

4

790.0

0020

.529

20.54

720

.380

20.51

120

.380

20.53

4

DATUM RL18

CHAINAGE

EXISTING SURFACE


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

OCONNOR AVENUE LONGITUDINAL SECTION





LTP

RTP

LTP

LTP

INTERSECTION WITHCARCOOLA RISE


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 103 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD LONGITUDINAL SECTIONSOCONNOR AVENUE

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




08 21



LEFT LIP OF KERB

RIGHT BOUNDARY

LEFT BOUNDARY

LBL

RBL

TPCH 11.801

1 in 4.2 1 in 63.5 1 in 18.71 in 18.7 1 in 33.3 1 in 33 1 in 229.2 1 in 4.4

-11.3

7121

.283

21.64

4

-10.0

9821

.275

21.34

2-1

0.028

21.27

521

.342

-7.90

621

.262

21.30

8

-3.80

021

.236

21.08

9-3

.200

21.23

220

.979

0.000

21.20

321

.150

3.200

21.15

721

.054

3.800

21.14

821

.164

7.608

21.09

221

.279

9.729

21.05

521

.288

9.800

21.05

321

.288

11.07

321

.027

21.57

5

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM20.0

LBL

RBL

CH 42.749

1 in 3 1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3

-9.05

021

.235

21.80

5

-8.15

021

.247

21.50

5-8

.100

21.24

721

.505

-6.60

021

.266

21.47

5

-3.80

021

.301

21.35

5-3

.200

21.30

321

.245

0.000

21.26

621

.341

3.200

21.22

921

.245

3.800

21.22

321

.355

6.300

21.19

421

.475

7.800

21.17

721

.505

7.850

21.17

621

.505

8.750

21.16

621

.805

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM20.0

LBL

RBL

LTPCH 66.799


-9.05

021

.456

21.95

4

-8.15

021

.458

21.65

4-8

.100

21.45

821

.654

-6.60

021

.461

21.62

4

-3.80

021

.466

21.50

4-3

.200

21.46

821

.394

0.000

21.44

521

.490

3.200

21.44

121

.394

3.800

21.44

121

.504

6.300

21.44

321

.624

7.800

21.44

421

.654

7.850

21.44

421

.654

8.750

21.44

421

.954

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM20.0

LBL

RBL

LTPCH 90.399

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3

-8.15

021

.642

21.80

1-8

.100

21.64

221

.801

-6.60

021

.642

21.77

1

-3.80

021

.640

21.65

1-3

.200

21.64

021

.541

0.000

21.63

421

.637

3.200

21.62

621

.541

3.800

21.62

521

.651

6.300

21.62

021

.771

7.800

21.62

321

.801

7.850

21.62

321

.801

8.750

21.62

522

.101

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 104.749

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3

-8.15

021

.740

21.88

9-8

.100

21.74

021

.889

-6.60

021

.738

21.85

9

-3.80

021

.734

21.73

9-3

.200

21.73

421

.629

0.000

21.72

321

.725

3.200

21.70

321

.629

3.800

21.69

921

.739

6.300

21.70

221

.859

7.800

21.70

521

.889

7.850

21.70

521

.889

8.750

21.70

722

.189

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 199.112

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.45

021

.791

22.54

3-8

.150

21.79

122

.443

-8.10

021

.791

22.44

3

-6.60

021

.790

22.41

3

-3.80

021

.789

22.29

3-3

.200

21.78

922

.183

0.000

21.78

822

.279

3.200

21.79

822

.183

3.800

21.80

122

.293

6.300

21.81

622

.413

7.800

21.82

522

.443

7.850

21.82

522

.443

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

RTPCH 226.161

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.45

021

.853

22.67

9-8

.150

21.85

422

.579

-8.10

021

.854

22.57

9

-6.60

021

.856

22.54

9

-3.80

021

.860

22.42

9-3

.200

21.86

122

.319

0.000

21.86

522

.415

3.200

21.87

422

.319

3.800

21.87

622

.429

6.300

21.88

522

.549

7.800

21.89

122

.579

7.850

21.89

122

.579

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

RTPCH 249.762


-8.62

421

.950

22.85

5-8

.150

21.95

222

.697

-8.10

021

.952

22.69

7

-6.60

021

.959

22.66

7

-3.80

021

.972

22.54

7-3

.200

21.97

522

.437

0.000

21.99

022

.533

3.200

22.00

222

.437

3.800

22.00

422

.547

6.300

22.01

322

.667

7.800

22.01

722

.697

7.850

22.01

822

.697

8.600

22.02

022

.947

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 271.862 LIMIT OF WORKS

1 in 3 1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3

-9.00

322

.086

23.09

2

-8.15

022

.087

22.80

7-8

.100

22.08

722

.807

-6.60

022

.089

22.77

7

-3.80

022

.098

22.65

7-3

.200

22.10

022

.547

0.000

22.11

322

.643

3.200

22.12

622

.547

3.800

22.12

822

.657

6.300

22.13

722

.777

7.800

22.13

922

.807

7.850

22.13

922

.807

8.600

22.14

023

.057

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

17.95

0.07 2.12 4.11 0.60 3.20 3.20 0.60 2.50 1.50 0.05

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05


0 50.5VERTICAL

4321

0 1086421

STRUCTURAL FILL REQUIRED UNDER PAVEMENTAND FOOTPATHS WHERE CONSTRUCTED ABOVENATURAL SURFACE. REFER GEOTECH REPORTFOR SPECIFICATION

1101438 03 200 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSCARCOOLA RISE

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




09 21Beveridge WilliamsScale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-200-RXS.dwg


ofSheet


AS CONSTRUCTED

LEGENDEXISTING SURFACE

DESIGN SURFACE

STRUCTURAL FILL

LBL

RBL

CH 79.850 START OF WORKS

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.15

021

.603

22.23

0-8

.100

21.60

322

.230

-6.60

021

.597

22.20

0

-3.80

021

.588

22.08

0-3

.200

21.58

621

.970

0.000

21.55

222

.066

3.200

21.32

821

.970

3.800

21.27

822

.080

6.300

21.54

722

.200

7.800

21.63

522

.230

7.850

21.63

822

.230

8.150

21.65

022

.330

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 106.351

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50-8

.150

21.53

122

.082

-8.10

021

.531

22.08

2

-6.60

021

.530

22.05

2

-3.80

021

.529

21.93

2-3

.200

21.52

821

.822

0.000

21.52

521

.918

3.200

21.51

821

.822

3.800

21.51

621

.932

6.300

21.51

122

.052

7.800

21.50

122

.082

7.850

21.50

122

.082

8.150

21.49

922

.182

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 131.351

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.15

021

.574

21.94

3-8

.100

21.57

421

.943

-6.60

021

.574

21.91

3

-3.80

021

.573

21.79

3-3

.200

21.57

121

.683

0.000

21.57

521

.779

3.200

21.58

421

.683

3.800

21.58

621

.793

6.300

21.59

321

.913

7.800

21.59

521

.943

7.850

21.59

521

.943

8.150

21.59

622

.043

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 143.851

1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.15

021

.588

21.87

4-8

.100

21.58

821

.874

-6.60

021

.591

21.84

4

-3.80

021

.597

21.72

4-3

.200

21.59

821

.614

0.000

21.60

521

.710

3.200

21.61

221

.614

3.800

21.61

321

.724

6.300

21.61

821

.844

7.800

21.62

021

.874

7.850

21.62

021

.874

8.150

21.61

721

.974

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 168.199

1 in 50 1 in 171 in 23.7 1 in 33.3 1 in 20.8 1 in 50

-8.15

021

.625

21.74

4-8

.100

21.62

521

.744

-6.60

021

.619

21.71

4

-3.80

021

.605

21.55

0-3

.200

21.59

721

.440

0.000

21.55

721

.575

3.200

21.51

721

.479

3.800

21.51

021

.589

6.300

21.47

921

.709

7.800

21.46

021

.739

7.850

21.45

921

.739

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM20.0

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 201 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSFAVERO STREET

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




10 21


DESIGN SURFACE

STRUCTURAL FILL


LBL

RBL

TPCH 11.801

1 in 3 1 in 50 1 in 14.61 in 19.1 1 in 33.3 1 in 20.8 1 in 50

-8.90

022

.021

22.93

0

-8.15

022

.018

22.68

0-8

.100

22.01

822

.680

-6.60

022

.013

22.65

0

-3.80

022

.000

22.45

9-3

.200

21.99

622

.349

0.000

21.97

822

.516

3.200

21.96

122

.420

3.800

21.95

722

.530

6.300

21.94

322

.650

7.800

21.93

322

.680

7.850

21.93

222

.680

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 28.849


-8.90

022

.034

23.01

5

-8.15

022

.030

22.76

5-8

.100

22.02

922

.765

-6.60

022

.020

22.73

5

-3.80

022

.000

22.61

5-3

.200

21.99

622

.505

0.000

21.97

322

.601

3.200

21.95

322

.505

3.800

21.94

922

.615

6.300

21.93

522

.735

7.800

21.93

622

.765

7.850

21.93

622

.765

8.300

21.93

722

.915

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 55.349

1 in 3 1 in 50 1 in 23.31 in 33.3 1 in 33.3 1 in 20.8 1 in 50 1 in 3

-8.90

022

.218

23.14

8

-8.15

022

.217

22.89

8-8

.100

22.21

722

.898

-6.60

022

.214

22.86

8

-3.80

022

.200

22.74

8-3

.200

22.20

222

.638

0.000

22.19

022

.734

3.200

22.17

422

.638

3.800

22.17

222

.748

6.300

22.16

122

.868

7.800

22.15

422

.898

7.850

22.15

422

.898

8.300

22.15

223

.048

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM21.0

LBL

RBL

CH 80.349


-8.90

022

.299

23.27

3

-8.15

022

.298

23.02

3-8

.100

22.29

823

.023

-6.60

022

.295

22.99

3

-3.80

022

.291

22.87

3-3

.200

22.29

122

.763

0.000

22.29

222

.859

3.200

22.29

522

.763

3.800

22.29

622

.873

6.300

22.29

822

.993

7.800

22.30

123

.023

7.850

22.30

123

.023

8.300

22.30

223

.173

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0 LB

L

RBL

CH 92.664


-8.59

522

.362

23.23

2-8

.150

22.36

023

.084

-8.10

022

.360

23.08

4

-6.60

022

.355

23.05

4

-3.80

022

.347

22.93

4-3

.200

22.34

622

.824

0.000

22.34

822

.920

3.200

22.35

622

.824

3.800

22.35

822

.934

6.300

22.36

623

.054

7.800

22.37

123

.084

7.850

22.37

123

.084

8.300

22.37

323

.234

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0

LBL

RBL

RTPCH 117.408

1 in 50 1 in 23.3 1 in 33.3 1 in 33.3 1 in 20.8 1 in 50

-8.15

022

.496

23.20

8-8

.100

22.49

723

.208

-6.60

022

.499

23.17

8

-3.80

022

.503

23.05

8-3

.200

22.50

422

.948

0.000

22.51

123

.044

3.200

22.51

822

.948

3.800

22.52

023

.058

6.300

22.52

323

.178

7.800

22.52

523

.208

7.850

22.52

523

.208

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0

LBL

RBL

RTPCH 140.716

1 in 61 in 27

1 in 33.3 1 in 33.3 1 in 23.3 1 in 50

-12.3

2222

.696

22.69

6

-7.85

022

.677

23.44

1

-3.80

022

.645

23.29

1-3

.200

22.64

123

.181

0.000

22.61

623

.277

3.200

22.58

923

.181

3.800

22.58

423

.291

6.600

22.56

623

.411

8.100

22.56

023

.441

8.150

22.56

023

.441

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0

LBL

RBL

CH 166.766

1 in 6

1 in 271 in 33.3 1 in 33.3 1 in 23.3 1 in 50

-12.8

4422

.739

22.73

9

-7.85

022

.767

23.57

1

-3.80

022

.798

23.42

1-3

.200

22.80

223

.311

0.000

22.82

723

.407

3.200

22.79

923

.311

3.800

22.79

023

.421

6.600

22.72

923

.541

8.100

22.69

323

.571

8.150

22.69

223

.571

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0

LBL

RBL


1 in 61 in 27

1 in 33.3 1 in 33.3 1 in 23.3 1 in 50

-12.2

0922

.985

22.98

5

-7.85

022

.957

23.71

1

-3.80

022

.921

23.56

1-3

.200

22.91

623

.451

0.000

22.89

523

.547

3.200

22.88

323

.451

3.800

22.88

123

.561

6.600

22.87

123

.681

8.100

22.86

523

.711

8.150

22.86

523

.711

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM22.0

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

16.00

4.05 0.60 3.20 3.20 0.60 2.80 1.50 0.05

ELECTRICAL RESERVE


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 202 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSMEYER CRESCENT

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




11 21



DESIGN SURFACE

STRUCTURAL FILL

RBL

CH 553.483 START OF WORKS

1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3

1 in 14.4

-11.6

5021

.683

21.90

3

-10.7

5021

.683

21.60

3-1

0.700

21.68

321

.603

-9.20

021

.682

21.57

3

-5.75

021

.678

21.35

3-5

.150

21.67

721

.243

-3.50

021

.675

21.29

3

0.000

21.67

221

.398

3.500

21.66

921

.293

5.150

21.66

721

.243

5.750

21.66

821

.353

9.250

21.66

621

.597

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM19.0

LBL

RBL

CH 585.484

1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3

1 in 14.4

-11.5

0021

.490

21.80

8

-10.7

5021

.493

21.55

8-1

0.700

21.49

321

.558

-9.20

021

.499

21.52

8

-5.75

021

.514

21.30

8-5

.150

21.51

421

.198

-3.50

021

.513

21.24

7

0.000

21.51

721

.352

3.500

21.52

721

.247

5.150

21.53

221

.198

5.750

21.53

321

.308

9.250

21.54

021

.551

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM19.0

LBL

RBL

CH 613.484

1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3

1 in 14.4

-11.5

0021

.396

21.69

6

-10.7

5021

.393

21.44

6-1

0.700

21.39

321

.446

-9.20

021

.387

21.41

6

-5.75

021

.382

21.19

6-5

.150

21.38

421

.086

-3.50

021

.387

21.13

5

0.000

21.39

221

.240

3.500

21.39

721

.135

5.150

21.40

021

.086

5.750

21.40

121

.196

9.250

21.40

621

.439

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM18.0

20.00

0.05 1.50 3.45 0.60 5.16 5.15 0.60 3.50

EXISTING WATERWAY

1 in 8

1 in 40.4 1 in 1001 in 9.2

17.73

820

.688

20.53

7

20.74

220

.610

20.46

2

21.74

220

.511

20.45

2

24.95

020

.103

20.10

3

1 in 8.21 in 100

1 in 7.4

13.05

721

.155

21.08

9

16.14

421

.069

21.01

2

17.14

420

.966

21.00

2

24.95

019

.945

19.94

5

1 in 10.2

1 in 41.2 1 in 1001 in 3.9

17.96

220

.042

20.28

7

20.96

219

.967

20.21

4

21.96

219

.836

20.20

4

24.95

019

.443

19.44

31:100 H 1:50 V @ A1

HORIZONTAL

0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 203 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSOCONNOR AVENUE(SHEET 1 OF 2)

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




12 21



DESIGN SURFACE

STRUCTURAL FILL

LBL

RBL

LTPCH 637.834

1 in 3 1 in 50 1 in 33.41 in 33.3 1 in 33.3

1 in 29.5

-11.5

0021

.288

21.59

8

-10.7

5021

.294

21.34

8-1

0.700

21.29

421

.348

-9.20

021

.305

21.31

8

-3.80

021

.317

21.15

7-3

.200

21.31

821

.047

0.000

21.32

421

.143

3.200

21.32

921

.047

3.800

21.33

021

.157

9.250

21.35

421

.342

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM18.0

LBL

RBL

LTPCH 661.434

1 in 3 1 in 50 1 in 33.41 in 33.3 1 in 33.3

1 in 29.5

-11.5

0021

.017

21.50

4

-10.7

5021

.027

21.25

4-1

0.700

21.02

821

.254

-9.20

021

.049

21.22

4

-3.80

021

.064

21.06

2-3

.200

21.06

520

.952

0.000

21.07

021

.048

3.200

21.07

520

.952

3.800

21.07

621

.062

9.250

21.13

021

.247

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM19.0

LBL

RBL


1 in 3 1 in 50 1 in 15.71 in 33.3 1 in 33.3

1 in 14.4

-11.5

0020

.717

21.40

2

-10.7

5020

.708

21.15

2-1

0.700

20.70

821

.152

-9.20

020

.698

21.12

2

-5.75

020

.474

20.90

2-5

.150

20.51

220

.792

-3.50

020

.726

20.84

1

0.000

20.85

820

.946

3.500

20.90

520

.841

5.150

20.93

020

.792

5.750

20.93

720

.902

9.250

20.97

521

.145

OFFSET

EXISTING SURFACE

DESIGN SURFACE

DATUM19.0

20.00

0.05 1.50 3.45 0.60 5.16 5.15 0.60 3.50

EXISTING WATERWAY

1 in 10.91 in 42 1 in 100

1 in 6.5

12.65

020

.897

21.03

1

15.72

920

.809

20.95

7

16.72

920

.717

20.94

7

24.95

019

.686

19.68

6

1 in 41.4 1 in 100

1 in 4.2

16.69

620

.437

20.67

1

19.71

420

.355

20.59

8

20.71

420

.238

20.58

8

24.95

019

.570

19.57

0

1 in 10.2

1 in 41.2 1 in 1001 in 3.9

17.96

220

.042

20.28

7

20.96

219

.967

20.21

4

21.96

219

.836

20.20

4

24.95

019

.443

19.44

3


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 204 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380ROAD CROSS SECTIONSOCONNOR AVENUE(SHEET 2 OF 2)

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




13 21



DESIGN SURFACE

STRUCTURAL FILL

302

301

313

314

S

S

S

S

S

SS

S

S

S

S

S

312

16.00

4.050.60

3.203.20

0.602.80

1.500.05

E 8264.663N 81610.105

E 8282.444N 81616.819

MEYE

R CR

ESCE

NT

C1

C2

C3

C4

D1

D2

R9.4

R10.6

R41.35R34.95

LTPCH124.011

LTPCH134.113

RTPCH117.408

RTPCH140.716

TPCH112.768

22.9

22.9

23.023.0

23.0

23.0

23.0

23.1

23.1 23.1

23.223.2

23.2

23.2

23.3

23.3

23.323.3

23.3

ExS

0.05

1.50

2.80

0.60

3.20

2.90

0.90

2.50

16.00

m

1.50

0.05

309

320

323

324

325

SS

SS

SS

S

SS

SS

SS

SS

SS

0.05

1.50

2.80

0.60

3.20

2.90

0.90

2.50

16.00

m1.5

00.0

5

16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

E 8255.891N 81501.036

E 8275.124N 81501.363

CARCOOLA RISE

MEYE

R CR

ESCE

NT

A1

A2

A3

B1

B2

R8.6 R8.6

RTPC

H249

.762

TPCH11.801

RTPC

H226

.162

22.3 22.3

22.3

22.4 22.4 22.422.4

22.4

22.4

22.422.4

22.4

22.4

22.5

22.5

22.5

22.522.522.5

22.5

22.5

22.5 22.5

22.5

22.5

22.6

LIP PROFILE SETOUT

R R

y x x yBAB

l

L

L

LIP PROFILE SETOUT

R R

y x x yBAB

l

NBeveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-300-INT.dwg


ofSheet


AS CONSTRUCTED

1101438 03 300 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380INTERSECTION DETAILS(SHEET 1 OF 2)

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




14 21

H

STORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINTACTILE PAVERS (INDICATIVE ONLY)EXISTING HOUSE DRAINRETAINING WALLPAVEMENT TREATMENTCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

LEGEND



0 20.2VERTICAL

1.61.20.80.4

0 201612842

CH0.000

CH13.588CH22.148

RL22.437

RL22.335RL22.463

-0.5% -0.75% 1.5% 0.5%VERTICAL GEOMETRY

L= 5m VC L= 3m VC

0.000

22.00

222

.437

A1

10.00

021

.989

22.36

211

.088

21.99

022

.354

13.50

821

.996

22.34

9

A2

13.58

821

.996

22.34

9

16.08

821

.997

22.37

2

20.00

021

.988

22.43

120

.648

21.98

722

.441

22.14

821

.984

22.45

9

23.64

821

.981

22.47

123

.654

21.98

122

.471

A3

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL21

LIP LINE A

CH0.000CH13.509RL22.42RL22.319

-0.5% -0.75% -0.5%VERTICAL GEOMETRY

0.000

21.96

122

.420

B1

10.00

021

.899

22.34

5

13.50

921

.874

22.31

9

B2

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL21

LIP LINE B

CH0.000

CH29.965

RL22.948

RL23.181

1% 0.78% 0.5%VERTICAL GEOMETRY

0.000

22.50

422

.948

C1

7.600

22.55

223

.007

C2

10.00

022

.568

23.02

6

20.00

022

.622

23.10

4

22.36

522

.624

23.12

2

C3

29.96

522

.641

23.18

1

C4

30.00

023

.181

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL22

LIP LINE C

CH4.163

CH12.488

RL23.16

RL22.99

-0.5% -2.05% -1%VERTICAL GEOMETRY

L= 8.33m VC L= 8.33m VC

0.000

22.58

923

.181

D1

4.163

22.57

423

.144

8.325

22.56

423

.075

10.00

022

.558

23.04

2

12.48

822

.546

23.00

1

16.65

022

.518

22.94

8

D2

20.00

022

.915

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL22

LIP LINE D

ALIGNMENT A

Point no Easting Northing RL A1 8254.601 81496.522 22.437 A2 8264.314 81503.841 22.349 A3 8265.726 81513.888 22.471

Curve no I Radius Arc A B X Y l Mid point RL A1 - A2 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 22.386

ALIGNMENT B

Point no Easting Northing RL B1 8270.652 81502.952 22.420 B2 8277.972 81493.238 22.319

Curve no I Radius Arc A B X Y l Mid point RL B1 - B2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 22.369

ALIGNMENT C

Point no Easting Northing RL C1 8271.569 81606.280 22.948 C2 8268.698 81613.317 23.007 C3 8273.852 81625.572 23.122 C4 8280.889 81628.442 23.181

Curve no I Radius Arc A B X Y l Mid point RL C2 - C3 90.000 9.400 14.765 2.753 2.038 3.597 3.050 3.691 23.065

ALIGNMENT D

Point no Easting Northing RL D1 8283.306 81622.516 23.181 D2 8277.495 81608.698 22.948

Curve no I Radius Arc A B X Y l Mid point RL D1 - D2 90.000 10.600 16.650 3.105 2.298 4.056 3.439 4.163 23.075

H

H

H

350

342

341

SS

S

16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

E 8334.735N 81343.535

E 8353.968N 81343.862

OCONNOR AVENUE

CARC

OOLA

RIS

E

G1

G2

G3

H1

H2

R8.6 R8.6

TPCH11.801

LTPC

H63

7.834

TPCH

661.4

34

20.00

3.500.6

0

1.65

3.50

3.50

0.60 3.4

51.5

00.0

5

20.00

3.50

0.60

1.65

3.50

3.20 0.6

05.4

01.5

00.0

5

1.65

20.9 20.9

20.9

20.9

21.0

21.0

21.0

21.0

21.021.021.021.021.0

21.0

21.1 21.1 21.1 21.1 21.1

21.1

21.1

21.1

21.1

21.1

21.1

21.1

21.1

21.2

21.221.2

21.2

21.2

0.05

1.50

2.50

0.60

3.20

3.20

0.60

2.80

16.00

m

16.00

0.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05

1.50

0.05

328

347

348

339

SS

S

SS

SS

S

SS

SS

SS

S

SS

16.000.05 1.50 2.80 0.60 3.20 3.20 0.60 2.50 1.50 0.05E 8348.703N 81421.348

E 8343.087N 81402.951

FAVERO STREET

E1

E2

E3

F1

F2

CARC

OOLA

RIS

E

R8.6

R8.6

LTPCH66.799

LTPCH90.399

TPCH

168.2

01

21.421.4

21.4

21.4

21.5 21.5

21.5

21.521.5

21.5

21.5

21.5

21.5

21.5

21.5

21.6

21.6

21.6

21.621.6

21.6

21.621.621.6

LIP PROFILE SETOUT

R R

y x x yBAB

l

L

L

LIP PROFILE SETOUT

R R

y x x yBAB

l

NBeveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-300-INT.dwg


ofSheet


AS CONSTRUCTED

1101438 03 301 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380INTERSECTION DETAILS(SHEET 2 OF 2)

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




15 21

H

STORMWATER DRAIN, PIT & PROPERTY INLET

SWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINTACTILE PAVERS (INDICATIVE ONLY)EXISTING HOUSE DRAINRETAINING WALLPAVEMENT TREATMENTCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

LEGEND



0 20.2VERTICAL

1.61.20.80.4

0 201612842

E1 E2 E3

CH13.509RL21.479

0.62% 0.62% 0.56%VERTICAL GEOMETRY

0.000

21.46

821

.394

F1

10.00

021

.510

21.45

7

13.50

921

.517

21.47

9

F2

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL21

LIP LINE F

G1 G2 G3

CH0.000CH13.509RL21.054RL20.952

-0.62% -0.75% -0.4%VERTICAL GEOMETRY

0.000

21.15

721

.054

H1

10.00

021

.103

20.97

9

13.50

921

.065

20.95

2

H2

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL20

LIP LINE H

ALIGNMENT E

Point no Easting Northing RL E1 8334.079 81415.375 21.534 E2 8343.982 81413.983 21.440 E3 8353.695 81421.303 21.541

Curve no I Radius Arc A B X Y l Mid point RL E2 - E3 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 21.490

ALIGNMENT F

Point no Easting Northing RL F1 8350.410 81397.933 21.394 F2 8343.090 81407.646 21.479

Curve no I Radius Arc A B X Y l Mid point RL F1 - F2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.437

ALIGNMENT G

Point no Easting Northing RL G1 8333.041 81336.149 21.047 G2 8342.754 81343.468 20.976 G3 8344.146 81353.371 21.113

Curve no I Radius Arc A B X Y l Mid point RL G1 - G2 89.996 8.600 13.508 2.519 1.864 3.291 2.790 3.377 21.006

ALIGNMENT H

Point no Easting Northing RL H1 8349.092 81342.579 21.054 H2 8356.412 81332.865 20.952

Curve no I Radius Arc A B X Y l Mid point RL H1 - H2 90.004 8.600 13.509 2.519 1.864 3.291 2.790 3.377 21.003

CH0

CH9.721

CH23.508RL21.534

RL21.437

RL21.541

-0.56% -1% 0.75% 0.62%VERTICAL GEOMETRY

L= 5m VC

0.000

21.58

721

.534

7.221

21.59

721

.462

9.721

21.59

721

.448

10.00

021

.597

21.44

8

12.22

121

.601

21.45

6

20.00

021

.628

21.51

4

23.50

821

.640

21.54

1

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL21

LIP LINE E

CH0CH14.108

CH21.007

RL21.047RL20.962

RL21.1

-0.4% -0.6% 2% 0.62%VERTICAL GEOMETRY

L= 5m VC L= 5m VC0.0

0021

.318

21.04

7

10.00

021

.263

20.98

7

11.60

821

.248

20.97

7

13.50

821

.232

20.97

514

.108

21.22

720

.978

16.60

821

.207

21.01

2

18.50

721

.191

21.05

0

20.00

021

.179

21.07

721

.007

21.17

021

.092

23.50

721

.150

21.11

623

.508

21.15

021

.116

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL20

LIP LINE G

307

306

305

304

303

302

301

310

311

313

314

315

316

317

318

319

308

309

320

321

332

331

330

329

333

322

323

324

325

326

328

312

327

FUTURESTAGE 4

EXISTINGSTAGE 2

CARCOOLA RISE

MEYE

R CR

ESCE

NT

MEYER CRESCENT

G9-20

D4-5

G2-3

MEYER CRESCENT

CARCOOLA RISE

INSTALL PSM

D4-1-2A

W5-10

W8-2

20

G9-20

D4-5

G9-20

D4-5

332

331

330

329

333

328

347

348

349

351

350

346

345

344

343

342

341

340

339

338

337

336

335

334

FUTURESTAGE 4

EXISTINGSTAGE 2

OCONNOR AVENUE

FAVERO STREET

CARC

OOLA

RIS

E

W5-10

W8-2

20

G2-3

FAVERO STREET

CARCOOLA RISE

G2-3

CARCOOLA RISE

OCONNOR AVENUE

INSTALL PSM

INSTALL PSM

R1-2

W8-2

W5-10

20

W5-10

W8-2

20

W8-2

W5-10

20

D4-5

G9-20

D4-5

N1:500 @ A10 50403020105Beveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-350-LMP.dwg


ofSheet


AS CONSTRUCTED

1101438 03 350 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380LINEMARKING & SIGNAGE PLAN

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




16 21

FOR CONTINUATION SEE ABOVE RIGHT

FOR CONTINUATION SEE BELOW LEFT

NOTES1. RRPM'S AT MAX 6m SPACING.2. LINEMARKING TO BE EXTENDED AT LEAST 6m

FROM THE TANGENT POINT3. LINEMARKING IN ACCORDANCE WITH AS1742.4. TGSI TO BE INSTALLED IN ACCORDANCE WITH

VICROADS RDN 06-06 - JULY 20105. ALL STREET NAME SIGNS AT INTERSECTIONS TO

INCLUDE RELEVENT STREET NUMBERING.6. ALL LINE MARKING PAINT SHALL BE LONG LIFE

TYPE. LATERAL WORKS AND ARROWS BEING COLDAPPLIED PLASTIC TROWELLED INTO PLACE(MATERIAL DEGADUR PLASTELINE) ANDLONGITUDINAL LINES BEING EXTRUDEDTHERMOPLASTIC MATERIAL.

14.0

750Ø

1 in 438

0.4610.532

1.2

(24.449)

21.27

021

.368

0.000

18.87

018

.937

2.498

2.431

19.35

5

600Ø

1 in 222

0.4020.4121.46

(24.800)

21.46

521

.520

24.44

918

.993

19.04

32.5

272.4

7719

.492

3-01

600Ø

1 in 222

0.4110.4121.46

(53.338)

21.64

221

.673

49.24

919

.155

19.20

52.5

192.4

6919

.627

19.66

5

3-02

900Ø

1 in 400

0.8220.9061.42

(11.760)

21.81

721

.986

102.5

8819

.445

19.49

52.5

422.4

9219

.933

20.06

820

.061

3-03

750Ø

1 in 250

0.6250.7041.59

(22.465)

21.78

822

.048

114.3

4719

.524

19.57

42.5

242.4

7420

.131

20.15

9

3-04

750Ø

1 in 250

0.6340.7041.59

(49.802)

21.82

022

.191

136.8

1319

.664

19.71

42.5

272.4

7720

.230

20.25

7

3-05

750Ø

1 in 270

0.6270.6781.53

(12.553)21

.864

22.44

018

6.615

19.91

319

.963

2.527

2.477

20.46

920

.533

3-06

750Ø

1 in 300

0.6100.6431.46

(15.450)

21.95

722

.555

199.1

6820

.010

20.06

02.5

452.4

9520

.580

20.67

220

.670

3-07

750Ø

1 in 300

0.5610.6431.46

(11.330)

21.94

522

.632

214.6

1820

.111

20.16

12.5

212.4

7120

.715

20.80

620

.803

3-08

750Ø

1 in 300

0.5770.6431.46

(56.724)

22.01

722

.667

225.9

4820

.199

20.24

92.4

682.4

1820

.826

20.88

820

.887

3-09

750Ø

1 in 300

0.5520.6431.46

(19.064)

22.34

522

.951

282.6

7220

.438

20.48

82.5

132.4

6321

.024

21.06

9

3-10

750Ø

1 in 300

0.5510.6431.46

(22.090)

22.48

223

.057

301.7

3620

.551

20.60

12.5

062.4

5621

.116

21.13

6

3-11

22.61

423

.300

323.8

2620

.675

20.72

52.6

252.5

7521

.209

21.23

0

3-12

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)

DESIGN FLOW (m3/s)CAPACITY (m3/s)AT GRADE VELOCITY (m/s)

(Reach Length)

DATUM

FUTUREROAD

FUTURECARCOOLA RISE

MEYERCRESCENTFAVERO STREET

X2-39

CRB

750Ø

1 in 347

0.5360.5981.35

(15.314)

22.66

622

.390

339.1

4020

.769

1.621

21.31

621

.365

3-13


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 3\Drawings\1101438-03-400-DLS.dwg


ofSheet


AS CONSTRUCTED

1101438 03 400 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 1 OF 4)

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




17 21

LEGENDEXISTING SURFACEDESIGN SURFACEDRAINAGE PIPE/PITEXISTING DRAINAGE PIPE/PITHYDRAULIC GRADE LINE

DENOTES 20mm CLASS 3FCR BACKFILL.

NOTES:ALL STORMWATER DRAINS UP TO ANDINCLUDING 750mm DIA. ARE TO BE CLASS 2R.R.J. PIPES UNLESS NOTED OTHERWISE.

15.0

300Ø

1 in 200

0.0200.0680.97

(11.050)

22.61

423

.300

0.000

20.67

521

.282

2.625

2.018

21.20

921

.230

21.38

9

3-12

300Ø

1 in 100

0.0140.0971.37

(11.402)

22.63

123

.266

11.05

021

.338

21.38

81.9

281.8

7821

.448

21.45

521

.466

3-14

300Ø

1 in 133

0.0100.0841.19

(46.979)

22.58

223

.313

22.45

221

.502

21.55

21.8

121.7

6221

.592

21.59

621

.621

3-15

300Ø

1 in 66.7

0.0050.1181.68

(8.500)

22.83

623

.548

69.43

121

.904

21.95

41.6

441.5

9421

.979

21.98

121

.996

3-16

22.85

123

.546

77.93

122

.081

1.464

22.13

422

.136

3-17

15.0

300Ø

1 in 50

0.0040.1371.94

(8.500)

22.48

223

.057

0.000

20.55

121

.121

2.506

1.936

21.11

621

.136

21.15

7

3-11

22.49

923

.059

8.500

21.29

11.7

6821

.339

21.34

0

3-18

15.0

300Ø

1 in 50

0.0050.1371.94

(8.499)

22.34

522

.951

0.000

20.43

821

.115

2.513

1.836

21.02

421

.069

21.15

2

3-10

22.35

622

.953

8.499

21.28

51.6

6821

.335

21.33

7

3-19

14.0

300Ø

1 in 100

0.0210.0971.37

(8.499)

21.95

722

.555

0.000

20.01

020

.830

2.545

1.725

20.58

020

.672

20.92

6

3-07

300Ø

1 in 62.6

0.0120.1221.73

(11.528)

22.00

422

.494

8.499

20.91

520

.965

1.579

1.529

21.02

621

.037

3-20

225Ø

1 in 50

0.0050.064

1.6

(14.700)

22.00

822

.571

20.02

721

.149

21.22

41.4

231.3

4821

.230

21.23

521

.265

3-21

22.09

022

.645

34.72

721

.518

1.127

21.57

321

.578

3-22

15.0

300Ø

1 in 100

0.0640.0971.37

(30.600)

21.94

522

.632

0.000

20.11

121

.162

2.521

1.469

20.71

520

.806

21.34

0

3-08

300Ø

1 in 161

0.0670.0761.08

(44.491)

21.92

622

.615

30.60

021

.468

21.51

81.1

471.0

9721

.665

21.77

521

.752

3-23

300Ø

1 in 70.5

0.0440.1151.63

(28.012)

22.20

722

.899

75.09

121

.796

21.84

61.1

031.0

5322

.012

22.08

8

3-24

225Ø

1 in 178

0.0320.0340.85

(16.702)

22.45

823

.078

103.1

0322

.243

22.31

80.8

350.7

6022

.405

22.41

922

.468

3-25

225Ø

1 in 178

0.0290.0340.85

(29.990)

22.58

923

.210

119.8

0522

.412

22.46

20.7

990.7

4922

.588

22.61

722

.616

3-26

22.89

923

.402

149.7

9522

.630

22.68

00.7

720.7

2222

.793

22.87

2

3-27

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

MEYERCRESCENT

MEYERCRESCENT

MEYERCRESCENT

MEYERCRESCENT

MEYERCRESCENT

CRB CRB CRB CRB CRB


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 401 X


C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




18 21




16.0

225Ø

1 in 86.9

0.0040.0481.21

(10.013)

22.58

923

.210

0.000

22.41

222

.462

0.799

0.749

22.58

822

.617

22.61

6

3-26

22.58

123

.308

10.01

322

.577

0.731

22.62

922

.633

3-28

14.0

300Ø

1 in 100

0.0050.0971.37

(8.528)

21.86

422

.440

0.000

19.91

320

.685

2.527

1.755

20.46

920

.533

20.73

4

3-06

21.85

022

.439

8.528

20.77

11.6

6920

.826

20.82

8

3-29

14.0

300Ø

1 in 33.7

0.0490.1672.36

(25.900)

21.58

721

.738

0.000

20.26

020

.310

1.478

1.428

20.47

620

.539

20.53

6

3-35

300Ø

1 in 133

0.0510.0841.19

(39.500)

21.62

422

.109

25.90

021

.077

21.12

71.0

320.9

8221

.249

21.31

421

.300

3-30

225Ø

1 in 119

0.0270.0411.03

(51.003)

21.63

522

.306

65.40

021

.423

21.49

80.8

830.8

0821

.598

21.64

2

3-31

21.91

622

.742

116.4

0321

.926

0.816

22.06

422

.214

3-32

13.0

300Ø

1 in 80

0.0920.1081.53

(11.525)

21.46

521

.520

0.000

18.99

319

.703

2.527

1.817

19.49

219

.916

3-01

300Ø

1 in 100

0.0850.0971.37

(8.500)

21.50

421

.614

11.52

519

.847

19.89

71.7

671.7

1720

.083

20.16

9

3-33

300Ø

1 in 100

0.0770.0971.37

(22.751)

21.60

921

.586

20.02

519

.982

20.03

21.6

041.5

5420

.209

20.40

220

.366

3-34

300Ø

1 in 200

0.0320.0680.97

(58.953)

21.58

721

.738

42.77

620

.260

20.31

01.4

781.4

2820

.476

20.53

920

.536

3-35

300Ø

1 in 200

0.0050.0680.97

(8.502)

21.61

122

.065

101.7

2820

.604

20.65

41.4

611.4

1120

.748

20.82

620

.825

3-36

21.47

422

.068

110.2

3020

.697

1.371

20.82

520

.827

3-37

FAVEROSTREET

FAVEROSTREET

CRBCRB

CARCOOLARISE

CRB

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

FAVEROSTREET

FAVEROSTREET

CRB


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 402 X


C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




19 21




13.0

300Ø

1 in 181

0.0250.0721.02

(8.500)

20.93

821

.318

0.000

18.69

420

.121

2.624

1.197

20.24

2

225Ø

1 in 61.5

0.0190.0571.44

(34.600)

21.21

121

.371

8.500

20.16

820

.243

1.203

1.128

20.29

120

.308

20.33

2

3-38

225Ø

1 in 178

0.0200.0340.85

(25.000)

21.05

921

.601

43.10

020

.806

20.85

60.7

950.7

4520

.920

20.95

120

.972

3-39

21.37

521

.723

68.10

020

.996

0.727

21.12

021

.207

3-40

13.0

300Ø

1 in 65

0.0070.120

1.7

(8.489)

21.13

821

.189

0.000

18.76

719

.610

2.422

1.579

19.66

0

21.23

421

.119

8.489

19.74

11.3

7819

.805

19.80

9

3-41

13.0

300Ø

1 in 32.5

0.0100.170

2.4

(11.152)

21.34

021

.196

0.000

18.74

519

.347

2.451

1.849

19.39

6

21.38

321

.171

11.15

219

.690

1.481

19.76

419

.771

3-42

PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(Reach Length)

DATUM

OCONNORAVENUE

CARCOOLARISE

X2-38 X2-37 X1-10

CRB CRB CRB


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 403 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380DRAINAGE LONGITUDINAL SECTIONS(SHEET 4 OF 4)AND PIT SCHEDULE

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




20 21

PIT 3-03 DETAILSCALE 1:50 (A1)

FS 22.00

IL 19.462 IL 19.512

900Ø675Ø

IL 19.462

600Ø

TOP OF WEIR WALL RL 20.137

FUTURE ROAD PAVEMENT& B2 KERB

150

1588

1113

150 1501950

1050

825

250

888

750

225

150 1501350

225

897

851

202

150

150

1950

150

154

923

269 1

54

600Ø

IL19.46

900Ø

IL19.51

675ØIL19.46

726

150

288

336

150

SECTION A-ASCALE 1:50 (A1)

SECTION B-BSCALE 1:50 (A1)

A

A

B

B

FS 22.06

IL 19.542IL 19.592

FUTURE ROAD PAVEMENT& B2 KERB

1844

FS 22.06

900Ø750ØIL 19.749

450ØIL 20.142

300Ø

1200

225

325

150

750 1050

150150 150 737 763

150

173

150

779

398

150

247

150

922

181

150 1501650

1619

150

644

744

975 150

CC

IL 19.749450Ø

D

D

150 1501350

225

850

900Ø

IL19.542750Ø

IL19.592

300Ø

IL20.1

42

450ØIL19.749

SECTION C-CSCALE 1:50 (A1)

SECTION D-DSCALE 1:50 (A1)

IL 19.592750Ø

PIT 3-04 DETAILSCALE 1:50 (A1)

AS SHOWNBeveridge Williams

Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


AS CONSTRUCTED

1101438 03 404 X

SMITHS LANESTAGE 03CITY OF CASEY, R5380PIT DETAILS

C.DAWSON10.07.2019

L.SUTHERLAND

D.BELTON--

PS830146R




21 21

Date post:	30-Mar-2021
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SMITHS LANE, STAGE 3 · 2020. 11. 18. · B11. All concrete and construction material must comply...

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