smiths lane, stage 10

DRAINAGE RESERVE

31

5

24

OCONNOR AVENUE

2112

SITE OF WORKS

20

9 13

14

15

1116

17

19

187

ALEXANDER BOULEVARD

DRAINAGE RESERVE

8

15

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




1101438-10-350 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)


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


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


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


3.001.50 1.50SLOPE 1 IN 20

0.075

SECTION C-CNOT TO SCALE

SLOPE 1 IN 20


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

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-002-DET.dwg


ofSheet


FOR CONSTRUCTION

1101438 10 002 A

SMITHS LANESTAGE 10CITY OF CASEY, R5501PAVEMENT DETAILS

M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H


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


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



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



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

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-002-DET.dwg


ofSheet


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



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

13031304

1305

1306

1307

1308

1309

1310

1311

13131314

1315

1318

1322

1323

1324

1325

1326

1327

1328

951

950

953

952

949

948

954

937

936

944

946

945

924

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


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

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-010-LAY.dwg


ofSheet


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


10-4

10-3

10-2

10-1

X9-23

PROVIDE 375Ø RCP STUB ATIL.18.556 AND GRADE 1 IN 79.6


FUTURESTAGE 11

FUTURESTAGE 12

1:500 @ A10 50403020105 N

WARNING







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


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)



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-010-LAY.dwg


ofSheet


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


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

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-100-RLS.dwg


ofSheet


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



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


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL20

SPECTRUM CRESCENT - LONGITUDINAL SECTION

EXISTING STAGE 9DEVELOPMENT

PROPOSED STAGE 10DEVELOPMENT


INTERSECTION WITHOVENS PLACE


INTERSECTION WITHSUNLIGHT AVENUE


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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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



07 25



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


LEFT LIP OF KERB


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


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL19

INCLUSION ROAD - LONGITUDINAL SECTION




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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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



08 25



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


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL18

VERTICAL GEOMETRY

HORIZONTAL GEOMETRY

CHAINAGE

EXISTING SURFACE


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL18

PRAISE STREET - LONGITUDINAL SECTION

TP







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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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



09 25



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.



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


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL19

VERTICAL GEOMETRY

HORIZONTAL GEOMETRY

CHAINAGE

EXISTING SURFACE


LEFT LIP OF KERB


RIGHT LIP OF KERB

DESIGN CENTRELINE

DATUM RL20


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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



10 25



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


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



11 25Beveridge WilliamsScale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-200-RXS.dwg


ofSheet


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


0 50.5VERTICAL

4321

0 1086421


1101438 10 201 A

SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSBURNBANK PARADE

M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H





Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION


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


0 50.5VERTICAL

4321

0 1086421


1101438 10 202 A

SMITHS LANESTAGE 10CITY OF CASEY, R5501ROAD CROSS SECTIONSSPECTRUM CRESCENT

M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H





Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION


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


0 50.5VERTICAL

4321

0 1086421


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





Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION


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


0 50.5VERTICAL

4321

0 1086421


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


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



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION


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







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



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


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



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-300-INT.dwg


ofSheet


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







www.1100.com.au

1101438 10 301 A


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H



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




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



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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







www.1100.com.au

1101438 10 302 A


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H



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




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



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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







www.1100.com.au

1101438 10 303 A


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H



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




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



Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


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

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-350-LMP.dwg


ofSheet


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



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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details

K:\Jobs Data\1101438 110 Smiths Lane, Clyde (MIRVAC)\_Eng\Stage 10\Drawings\1101438-10-400-DLS.dwg


ofSheet


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



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)


(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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION

1101438 10 401 C


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H


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




PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION

1101438 10 402 C


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H


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




PIPE CHAINAGE

EXISTING SURFACE

FINISHED SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE SIZE (mm)


(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


0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION

1101438 10 403 A


M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H



24 25





0 50.5VERTICAL

4321


Scale


Project

DrawingTitle

Drawn

DesignedDate


PS Number

Details



ofSheet


FOR CONSTRUCTION

1101438 10 404 D

SMITHS LANESTAGE 10CITY OF CASEY, R5501PIT SCHEDULE

M.SORRI15.10.20

N. TABUENA

L. MURRAY18.10.20

PS837144H


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




smiths lane, stage 10

Documents