DESIGNED DRAWN SCALE AT A1 PROJECT DRAWING TITLE … · ExS ExS ExG ExG ExT ExT ExE ExE ExT ExT ExE...

ExTExE

>> ExG

> > >>

450450

600450

6.5m D & S & W & G E

>>>>>>>>

MONCRIEFF

CITYVIEW DRIVEO

2.5m S E

3m D & S E

CITYVIEW DRIVE

3m D & S E

CRESCENT

2m D E

CH68.471

0.737CH

5.168B2

CH32.471

CH52.471

CH74.265

CH100.471

105.985

130.688CH132.471 (LOW)

CH84.471

CH116.471

TPCHCH20.095

CH0.000

234235

237238

239240

241242243

Ex.255256

Ex.233

Ex.201

Ex.202

Ex.203

375Ø375Ø

300Ø300Ø

FS154.90

1.60FS15

ES140.66

FS142.34

FS149.88

FS151.36

FS152.80

FS154.10

FS147.96

FS144.84

FS143.97

FS141.44

FR150.68

FR148.76

FR145.64

FR136.854

8.34FS

FS149.98

FS151.42

FR149.77

ES143.90

ES135.61

ES151.42ES150.77

ES152.03

ES152.17

ES153.27

ES152.85

ES154.38

ES153.44

ES149.49

ES150.87

ES147.30

ES149.55

ES139.99

ES142.67

ES143.90

7.29ES

ES151.62

ES155.09

ES153.54

4.98FR

FR141.90

SAWCUT EXISTING CITY VIEWDRIVE PAVEMENT TO EXISTINGCENTRELINE, REMOVE ANDDISPOSE OF OFFSITE

SAWCUT EXISTING CITY VIEW DRIVE KERB ANDCHANNEL, REMOVE AND DISPOSE OF OFFSITE

EXISTING RESIDENTIAL

EXISTING STAGE 2B

EXISTING STAGE 2BEXISTING STAGE 2B

EXISTING STAGE 3

DREWAN PARK

OPTIC FIBRE ALREADY LAID ON FINALALIGNMENT BASED ON FINISHED SURFACELEVELS

CONSTRUCT JUNCTION PITON TOP OF EXISTINGDRAINAGE PIPE

CONNECT TO EXISTINGDRAINAGE PIT

EXISTING TELECOMS/NBN PIT TO BE LOWEREDALONG WITH ASSOCIATED CABLES ASNECESSARY OR NEW ALIGNMENT ADOPTEDTO BYPASS PIT AS DIRECTED BY RELEVANTAUTHORITY.

18.518.5

18.5 18.518.5

18.518.5

20.2712.53

18.6317.172.46

19.7911.598.49

REMOVE EDGE STRIP AND "NO ROAD"SIGN AND MATCH NEATLY INTOEXISTING CONSTRUCTION

GRASS CUT OFF DRAIN. FOR DETAILREFER TO IDM SD 500.

REMOVE EXISTING WATER ANDDISPOSE OF OFFSITE UPONDECOMMISSIONING OF BYPASS TRUNKMAIN.

REMOVE EXISTING ROAD ANDDRAINAGE AND DISPOSE OF OFFSITE.

REMOVE VEGETATION ANDDISPOSE OF OFFSITE

CONNECT TO EXISTING DRAINAGE PIT

FOOTPATH AND RESERVEWORKS BY OTHERS

7.2m 7.22m

E: 263422.930N: 5771323.990

E: 263431.104N: 5771290.005

E: 263416.711N: 5771213.085

E: 263405.359N: 5771215.199

22STAR PICKET

263351.935771215.31

144.66

20STAR PICKET

263331.935771427.99

154.81

5STAR PICKET

263461.535771420.57

145.54

TRANSITION FROM ONE WAYPAVEMENT CROSS FALL TOTWO WAY CROSS FALL FROMCH20.095 - CH35.000

TRANSITION FROM B2 K&C TO B3 K&CACROSS DRAINAGE PIT 246 .

EXISTING ELECTRICITY PIT TO BERELOCATED OR REMOVED AS NECESSARY

INSTALL PSM

TOE OF BATTER(CUT LINE)

TOE OF BATTER(FILL LINE)

EXISTING SWALE DRAIN TO BEEXCAVATED TO A SOUND BASE ANDFILLED TO LEVEL 1 SUPERVISION.

SWING GATE AS PER CGG SD702.GATE TO BE DOUBLE LOCKED D200AND BARWON WATER LOCK.

BOLLARDS AND FENCING ASPER LANDSCAPE PLANS

TRANSITION FROM B3 K&C TO B2 K&C

BARWON WATERRESERVE

CONTRACTOR TO RESEAL CITYVIEWDRIVE TO CENTRELINE

010 10 201:5001:1000

Level 7, 176 Wellington ParadeEast Melbourne, VIC, Australia 3002

DRAWING No. REVISIONPROJECT No.

SCALE AT A1

PROJECT ENGINEER

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE

REVISION DATE ISSUE DESCRIPTION APPROVEDCLIENT

DRAWNPROJECT STATUSDRAWING TITLE

CHECKED

180363.2A 0R200

1:500 @ A1 C.ROHDE C.ROHDE

A.WALE T.PALIOS 26/09/19

WANDANA ESTATE - STAGE 2A

LAYOUT PLAN

A 26/09/19 COUNCIL ISSUE C. ROHDE A. WALE T. PALIOSB 30/01/20 AMENDED TO COUNCIL COMMENTS (10/01/20) C.ROHDE M.TROUNCE T.PALIOS0 13/03/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS

WARNING

BEWARE OF UNDERGROUND & OVERHEAD SERVICES

The locations of underground & overhead services are

approximate only & 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

NOTEVEHICLE EXCLUSION MEASURES SHOWN ONTHIS DRAWING ARE INDICATIVE ONLY. ALL

VEHICLE EXCLUSION MEASURES ARE ALL TOFORM PART OF THE LANDSCAPE WORKS.

ISSUED FOR

CONSTRUCTION

2.60 O

1.80 O

10.39m

CITYVIEW DRIVE - SECTION ASERVICE OFFSETS

4.68 O

5.66 O

Ex.GEx.W

1.00 O

- 5.01

10.27m

CITYVIEW DRIVE - SECTION BSERVICE OFFSETS

4.79 O

5.43 O

Ex.GEx.W

1.00 O

10.28m

CROSS FALLS

NATURE STRIP: VARIESPAVEMENT: VARIES

CITYVIEW DRIVE - SECTION CSERVICE OFFSETS

4.81 O

5.54 O

Ex.GEx.W

1.00 O

2.60 O

1.80 O

2.60 O

1.80 O

- 3.76

1.70 O

1.80 O

1.50m 2.85m 3.65m 3.65m 2.85m 1.50m

16.00m

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44% - 6.67%

PAVEMENT: -3.33 - 3.33%

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP

TYPICAL SECTION - 16m ROAD RESERVEONE WAY CROSSFALL

MONCRIEFF CRESCENT

1.70 O

1.80 O

1.50m 2.85m 3.65m 3.65m 2.85m 1.50m

16.00m

CROSS FALLS

FOOTPATH: 2.0% - 2.5%NATURE STRIP: 4.44%

PAVEMENT: 3.33%

TRAFFICABLEPAVEMENT

TRAFFICABLEPAVEMENTFOOTPATH FOOTPATHNATURESTRIPNATURESTRIP

TYPICAL SECTION - 16m ROAD RESERVETWO WAY CROSSFALLHEARDS WAY

CH35.000 - CH132.471

NOTE:LOT 157 - 158 & 169 GAS & WATER CONDUITCONNECTS TO EXISTING MAIN FROM CITYVIEW DIVE.

FR157.40

TW159.30

BW159.30

ES141.34

FS140.35

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLETSWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERSEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBREEXISTING TELSTRAEXISTING WATEREXISTING RECYCLED WATEREXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALLRETAINING WALLBUILDING ENVELOPEPAVEMENT 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

SERVICES OFFSET SCHEDULE

ROAD NAMEGAS TRUNK WATER WATER OPTIC FIBRE ELECTRICITY PUBLIC LIGHTING

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*HEARDS WAY NORTH 1.70 - - NORTH 2.10 SOUTH 1.80 SOUTH 2.40 SOUTH 1.10*

CITYVIEW DRIVE WEST 3.60EX. 5.40-5.70 - - WEST 4.20

EX. 4.90-5.10 EAST EX. WEST 2.30 WEST 1.10*

1. * DENOTES OFFSET FROM BACK OF KERB

NOTES:1. ALL VEHICLE AND PRAM CROSSING LAYBACKS, TO BE

MINIMUM OF 1.0m FROM PITS.2. ALL PRAM CROSSINGS TO BE A MINIMUM 2.0m FROM VEHICLE

CROSSINGS.3. VEHICLE EXCLUSION MEASURES BETWEEN ROAD RESERVE

AND RESERVE TO FORM PART OF LANDSCAPE WORKS.4. SEWER MAINTENANCE HOLE CONVERTER SLAB OR CONE, TO

BE ROTATED TO ENSURE COVER POSITION IS CENTRALLYLOCATED WITHIN FOOTPATH.

5. CONTRACTOR TO LOCATE ALL EXISTING ASSETS PRIOR TOCOMMENCEMENT OF WORKS. ANY DAMAGE TO EXISTINGASSETS TO BE RECTIFIED AT CONTRACTORS EXPENSE.

6. CONTRACTOR TO VERIFY DEPTH OF EXISTING SERVICES,PRIOR TO COMMENCEMENT OF CONSTRUCTION.

DESIGNED DRAWN SCALE AT A1 PROJECT DRAWING TITLE … · ExS ExS ExG ExG ExT ExT ExE ExE ExT ExT ExE...

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