the brendon master plan€¦ · the brendon master plan project by selling agent developed by....

The Brendon Master Plan PROJECT BY SELLING AGENT DEVELOPED BY

MELWAYS REF: 178 A06

70 BRENDAN RD

BRENDAN RD - GREENVALE

SKETCH

AND CONDUIT DETAILS

TELSTRA PLANS FOR SERVICE

REFER TO ELECTRICAL AND

WARNINGBEWARE 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.

TELCO PILLA

PROPOSED KERB & CHANNEL

EXISTING KERB & CHANNEL

ELECTRICITY LIGHT & POLE

TELCO PITS

FENCE LINE

INVERT (DESIGN \ EXISTING)

EDGE OF SEAL / EDGE OF BITUMEN (DESIGN \ EXISTING)

EXISTING DRAIN / PIT

PROPOSED DRAIN / PIT / I.S.

DIRECTION OF GRADING

PERMANENT SURVEY MARK

SURVEY STATIONTOP OF BANK (DESIGN \ EXISTING)

EXIST/NATURAL SURFACE LEVEL

SHRUBS / TREES TO BE REMOVED

FINISHED SURFACE LEVEL

EXISTING SHRUBS / TREES

PROPOSED HOUSE DRAIN / EASEMENT CONNECTION

PROP PAVEMENT OR FOOTPATH LEVEL

SIGN

LEGEND

BOTTOM OF BANK

DIMENSION (IN METRES UNLESS STATED OTHERWISE)

/ / / /

> > > >

EX D EX D

D D D

P 101.95

NS 101.95

FS 101.95

10.00

PROPOSED STREET TREE

HOUSE

PROPOSED TITLE BOUNDARY & SITE TITLE BOUNDARY

PREVIOUS STAGE TITLE BOUNDARY

PROPOSED OR EXISTING EASEMENT

PROPOSED GAS & WATER CONDUIT

PROPOSED SEWER RISING MAIN

PROPOSED SEWER IS AND MANHOLE

EXISTING GAS MAIN

EXISTING TELECO CABLE

PROPOSED WATER MAIN

EXISTING ELECTRICITY MAIN & PIT

EXISTING WATER MAIN, FIRE PLUG AND VALVE

PROPOSED GAS MAIN

PROPOSED TELECO MAIN

PROPOSED CATCH DRAIN

PROPOSED AG DRAIN

PROPOSED ELECTRICITY MAIN

EX G

EX E

S

EX W

E

G

T

EX T

> CATCHD AG D AG

W

SRM

SS

E

EXISTING SEWER & MANHOLEEX S

PROPOSED RECYCLED WATER MAINRW

PROPOSED SEALED PAVEMENT

SHARED PATH

STANDARD CONCRETE FOOTPATH & VEHICLE CROSSING

PROPOSED ROCK BEACHING

PROPOSED STAGE BOUNDARY

GW

H

SITE

OF

WORKS

OVERLAND 1% AEP STORMWATER FLOWPATH

H

S1548-SK01

CONTOUR - MINOR

CONTOUR - MAJOR

HEAVY DUTY VEHICLE CROSSING

SEWER STANDARD OFFSET = 0.80m

OFFSET

TELCO

OFFSET

BRENDAN RD

STREETOFFSET

WATER

SIDE

GAS

SIDEU/G CABLE

OFFSET

ELEC

SIDE

- - - 3.06m 3.8m- EAST

YUROKE RD 2.4m SOUTH 1.4m 2.9m 3.4mSOUTH SOUTH

RS03 1.85m SOUTH 2.85m 2.35 1.85SOUTH NORTH

RS04 2.7m WEST 3.5m 2.3m 1.75mWEST WEST

REVISIONREV

A AS SUBMITTED TO CLIENT

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PROJECT & DWG No: REV:DWG STATUS:

APRELIMINARY

© COPYRIGHTTHE INFORMATION CONTAINED ON

THIS DRAWING IS THE INTELLECTUALPROPERTY OF TOMKINSON GROUP.

COPYING OR USING THIS DRAWING INWHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OFTOMKINSON GROUP INFRINGES

COPYRIGHT

70 BRENDAN ROAD GREENVALE

AUTHORITY : HUME CITY COUNCIL CLIENT DETAILS: Burnley Homes Pty Ltd

HEAD OFFICE: 57 MYERS STREET BENDIGO 3550 PH 03 5445 8700

ABN 11 103 336 358 WWW.TOMKINSON.COM

SKETCH

03/06/20

LOCALITY PLAN & GENERAL NOTES

DRAWING LISTDRAWING No.

S1548-SK02

S1548-SK03

S1548-SK04-05

S1548-SK06

TITLE

LOCALITY PLAN & GENERAL NOTES

EXISTING CONDITIONS & DEMOLITION PLAN

DETAIL DESIGN

INTERSECTION DETAILS

OVERALL CUT & FILL DEPTH RANGES

TABLE OF OFFSETS FOR SERVICES

MGA94

ZONE 55

TYPICAL ROAD CROSS SECTIONSS1548-SK07

S1548-SK10-11

S1548-SK09

S1548-SK08

S1548-SK12 RS04 LONGITUDINAL SECTION

RS03 CROSS SECTIONS

YUROKE RD CROSS SECTIONS

YUROKE RD & RS03 LONGITUDINAL SECTION

S1548-SK13-14

S1548-SK15

S1548-SK16

RS04 CROSS SECTIONS

DRAINAGE LONG SECTION

PIT SCHEDULE, 20% AEP DRAINAGE COMPUTATIONS

32

45

1

18

17

15 1416

13 12

67

8

9

10

11

20

21

1922 23 24 25

26

27

RS03

YUROKE RD

RS

04

THE MAPLES STAGE 6

THE MAPLES STAGE 5

RESERVENo.1

BR

EN

DA

N R

D

SINGLE STOREY

BRICK DWELLING

GARAGE

CONC

SHED

TENNIS COURT

BURIE

D RCP

RC

P Ø

300

AP

PR

OX

LIN

E O

F C

RE

EK

EX

W

EX

W

EX

WE

X W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

2.43

m W

IDE

DR

AIN

AG

E E

AS

EM

EN

T V

IDE

LP

5381

4

2.43

m W

IDE

DR

AIN

AG

E E

AS

EM

EN

T V

IDE

LP

5381

4

WM

E

WM

1

6

3

.

2

3

WM

154

15615

71581

59

160

161

162

162

154

156

158

159

160

161

162

163

163

153

155157

159

160

161

162

163

164

152

150

149

145

143

151

149

147

145

149 148 146

145

152

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX WEX W

EX W

EX W

EX W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX

O/H

EE

X O

/H E

EX O/H E

AP

PR

OX

LIN

E O

F C

RE

EK

2.43

m W

IDE

DR

AIN

AG

E E

AS

EM

EN

T V

IDE

LP

5381

4

2.43

m W

IDE

DR

AIN

AG

E E

AS

EM

EN

T V

IDE

LP

5381

4

REVISIONREV


NO

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: TH

IS IS

AN

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RO

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D D

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1.D

WG

CHKDWGDES

MS MS MM

DATE S1548-SK02


APRELIMINARY





COPYRIGHT





SKETCH

03/06/20

EXISTING CONDITIONS & DEMOLITION PLAN

LENGTHS ARE IN METRES - PAPER SIZE A3

SCALE 1:1,00010 10 20 30 40 500

NOTE:

ALL STRUCUTRES WITHIN THE SUBDIVISION TO BE

REMOVED PRIOR TO COMMENCEMENT OF

CIVILWORKS.

ALL VEGETATION AND TREES MARKED TO BE

REMOVED WITHIN THE SUBDIVISON ARE TO BE

REMOVED PRIOR TO COMMENCEMENT OF CIVIL

CONTRACTOR EARTHWORKS.

MGA94

ZONE 55

EE

E

GG

GG

DD

DD

DD

TT

TT

TT

TT

TT

TT E

EE

EE

EE

EE

EE

EE

GG

GG

GG

GG

GG

GG

GG

G

NDWNDW

NDWNDW

NDWNDW

NDWNDW

NDWNDW

NDW

WW

WW

WW

WW

WW

WW

W

BREN

DAN

ROAD

YUROKE ROAD

1

18

17

16

15

2 3 4 5 6 78

9

10

11121314

20

19

21 22 23 24 25 26

27

CIARA VISTA

GOGI

DRI

VE

GG

GG

GG

GG

GG

GG

G

EE

EE

EE

EE

EE

NDWNDW

NDWNDW

NDWNDW

NDWNDW

NDW

SS

SS

S

SS

TT

TT

TT

TT

T

TT

TT

TT

TT

TT

EE

EE

EE

E

GG

GG

GG

GG

G

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

DD

GG

GG

GG

GG

GG

GG

G

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

WW

WW

WW

WW

WW

W

EE

EE

EE

EE

EE

TT

TT

TT

TT

T

RESERVENO.1

SS

SS

SS

SS

SS

S

DD

DD

DD

DD

DD

D

DD

D

DD

DD

DD

DD

DD

DD

D

D

SS

SS

SS

S

SS

DD

DD

DD

DD

D

DD

DD

DD

DD

DD

D

D

SS

SS

SS

SS

SS

SS

SS

S

D D

455m2

429m2

428m2

421m2

400m2

413m2 413m2

400m2 400m2

413m2 413m2

400m2 400m2

413m2 413m2505m2

505m2

500m2

500m2

557m2

400m2400m2

400m2400m2

404m2

420m2

425m2 16

1613

16

32

32

32

32

32

12.7212.50

12.5012.50

12.50

12.5012.50

12.5012.50

12.50 1616

28.20

32.50

37.91

13.09

16.94

26.56

23.56

26.56

4.23

4.2432

32

32

32

32

32

12.5012.50

12.5012.50

12.50

12.5012.50

12.5012.50

12.50

32

33.05

33.05

33.05

33.05

33.05

12.50 12.5012.50

12.5012.50

33.05

33.05

12.5011.50

12.5019.03

31.53

33.90

1616

1616

31.53

28.53

1316

4.24

4.26

4.23

23.56

26.67

26.78

26.89

24.01

1316

1614

.05

16

17.05

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

Ex.T

Ex.T

Ex.T

Ex.E

Ex.E

Ex.E

Ex.N

DWEx

.NDW

Ex.G

Ex.G

Ex.G

Ex.EEx.E

Ex.TEx.T

Ex.W

Ex.W

Ex.W

M2

R8.6

R8.6

B1

Ex.S

Ex.SEx.S

3.0m

D &

S E

2.0m D E

3.0m D S E

Ex.S

Ex.S

3.0m

D E

H

H

H

H

H

H

B1M2

R9.0

R9.0

B1M2

SM2

SM2

SM2

SM2

SM2

SM2

R9.0

R9.0

R9.0

R9.0

SM2

H

H

GWR

GWR

GWRGW

RGWRGW

R

GWR

GWR

GWR

GWR

3.0 D

.S.E

.

2.43 D

.S.E

.

2.0 S.E.

2.43 D

.S.E

.

SM2

SM2

SM2

SM2

SM2

SM2

SM2

SM2

SM2

SM2

ROADWORKS

LIMITOF

ROADWORKS

LIMITOF

ROADW

ORKS

LIMITOF

H

ES15

2.89ES160.96

ES161.19Fb161.07 ES159.58

ES149.35

ES15

7.44

ES15

6.79

Fb15

6.36

ES15

6.09

ES15

8.24

Fb15

7.31

ES15

7.18

ES15

8.91

Fb15

8.18

ES15

8.11

ES15

9.55

Fb15

9.09

ES15

9.06

ES16

0.13

Fb15

9.59

ES15

9.58

ES16

0.73

Fb16

0.21

ES16

0.20

ES161.78Fb161.55 ES160.45

ES161.05

ES15

8.76

ES15

7.14

ES15

6.16

ES149.16

ES16

0.12

ES159.36

ES15

9.31

ES15

9.41

ES15

8.29

ES15

8.71

ES15

8.08

ES15

7.45

ES15

6.65

ES15

5.81

ES15

5.51

ES15

5.16

ES15

4.59

ES15

7.72

ES15

6.72

TW15

2.87

BW15

2.59

FS160.93

FS161.39

TW15

5.16

BW148.62

TW15

6.79

BW15

5.86

FS15

6.65

FS15

7.69

FS15

8.70

FS15

9.48

FS16

0.12

FS162.09

FS161.17Fb160.79

BW148.93

FS16

0.10

FS159.75

Fb15

9.26

FS15

8.93

FS15

9.47

Fb15

8.30

FS15

8.20

FS15

8.69

Fb15

7.45

FS15

7.35

FS15

6.65

Fb15

5.83

FS15

5.42

BW15

5.00

Fb15

4.60

FS15

4.24

FS15

7.69

Fb15

6.74

FS15

6.44

ES15

4.93

TW15

4.93

ES159.59

ES15

3.01

TW15

3.10

TW151.00BW150.50

ES151.10

BW15

2.60

BW15

4.43

BW15

4.74

TW15

5.40

TW15

6.36

FS15

5.39

BW15

6.29

TW15

7.29

BW15

6.79

TW149.43

TW149.13

ES149.96TW148.98BW148.48

ES15

0.60

FS15

1.06

ES15

2.19

FS15

1.09

ES151.89TW150.53BW150.03

ES152.37TW151.55BW151.05

ES152.40BW150.82

LIMITOF

ROAD

WOR

KS

ES16

1.07

FS16

1.09

ES16

1.39

FS16

1.11

ES16

0.44

FS16

0.19

2.0 D

.E.

01 ALLOTMENT NUMBERS

GAS AND WATER CONDUITS

VEHICLE CROSSING

LIMIT OF ROAD WORKS

EX WEX SEX D

EXISTING WATER MAINEXISTING SEWER MAINEXISTING DRAIN

S

STORMWATER DRAIN & PIT

HOUSE DRAIN

PROPOSED SEWER

KERB & CHANNEL

G PROPOSED GAS

FALL OF ALLOTMENT

TE

PROPOSED TELSTRAPROPOSED ELECTRICITY

EX G

W PROPOSED DRINKING WATER

LEGEND:

H

EXISTING GASEX T EXISTING TELSTRAEX E EXISTING ELECTRICITY

D D

GWR GWR

BARRIER KERB 600mm WIDERADIUS OF THE BACK OF KERB

SM2, M2R9, R8.6 OVERLAND FLOW

PRELIMINARY ISSUE

andSustainabilityEngineering . Traffic Engineering . Sewer & Water Reticulation . Contract Admin

Environment . Project Management . Construction Supervision

Bundoora VIC 3083

Marcon Infrastructure Group Pty Ltd www.marcon.net.au

61 3 9354 2882Postal Address: Unit 8/7 Ormond Boulevard VIC 3083

T

PRELIMINARY ISSUE0

SCALE 1:400 AT A1 SIZE

5 10 20 30

NDW PROPOSED NON-DRINKING WATER

RETAINING WALL(HEIGHT:UP TO 500mm)

TOP OF BATTER

TOE OF BATTER

EXISTING/FINISH SURFACETOP/BOTTOM OF WALL

ES, FSTW, BW

AutoCAD SHX TextREV

AutoCAD SHX TextAMENDMENTS

AutoCAD SHX TextAPP'D

AutoCAD SHX TextDATE

AutoCAD SHX Text70 BRENDAN ROAD

AutoCAD SHX TextSHEET TITLE

AutoCAD SHX TextDRAWING NUMBER

AutoCAD SHX TextJOB No.

AutoCAD SHX TextMIG20025

AutoCAD SHX TextJOB Status

AutoCAD SHX TextPRELIMINARY

AutoCAD SHX TextRev

AutoCAD SHX Text179 A6

AutoCAD SHX TextDesigned

AutoCAD SHX TextChecked

AutoCAD SHX TextAuthorised

AutoCAD SHX TextM.Marucci

AutoCAD SHX TextA.Fang

AutoCAD SHX TextMELWAY

AutoCAD SHX TextCITY OF HUME

AutoCAD SHX TextDrawn

AutoCAD SHX TextM.Zhang

AutoCAD SHX TextP

AutoCAD SHX TextP

AutoCAD SHX TextPRELIMINARY ISSUE

AutoCAD SHX TextMM

AutoCAD SHX Text06/08/20

AutoCAD SHX TextSCALE

AutoCAD SHX TextM.Marucci

AutoCAD SHX TextGREENVALE

AutoCAD SHX Text1:400@A1

AutoCAD SHX TextCONTRACT PLAN

AutoCAD SHX TextCP01

3.80

TELCO

0.80

SEWER

3.05

ELEC

7.30

CARRIAGEWAY

16.00

ROAD RESERVE

3.35

PARKING & THROUGH LANE

2.35

NATURE

STRIP

2.65

NATURE

STRIP 3.35


1.50

FOOTPATH

2.0%

RCP

6.67% 3.33% 6.67% 2.0%

RCP

0.05

3.33%

PR

OP

ER

TY

BO

UN

DA

RY

SM2KERB

SM2KERB

1.50

FOOTPATHPR

OP

ER

TY

BO

UN

DA

RY

1.85

GAS

2.35

ELEC2.60

WATER0.80

SEWER

0.80

SEWER

0.05

1.85

TELCO

A.G. A.G.

2.35

REC WATER2.85

WATER

RS03

7.30

CARRIAGEWAY

16.00

ROAD RESERVE

3.35


3.55

NATURE

STRIP

3.0

NATURE

STRIP 3.35


1.5

FOOTPATH

2.0%

RCP

6.67% 3.33% 6.67%

0.05

3.33%

PR

OP

ER

TY

BO

UN

DA

RY

SM2KERB

SM2KERB

PR

OP

ER

TY

BO

UN

DA

RY

1.75

TELCO

0.80

SEWER

0.05

A.G.

2.90

REC WATER3.50

WATER

2.70

GAS

2.30

ELEC

RS04 BRENDAN RD

7.00

CARRIAGEWAY

25.00

ROAD RESERVE

3.20


1.00

NATURE

STRIP3.20


3.33% 6.67% 2.0%3.33%

PR

OP

ER

TY

BO

UN

DA

RY

M2KERB

1.50

FOOTPATHPR

OP

ER

TY

BO

UN

DA

RY

0.05

4.06

GAS4.47

REC WATER4.96

WATER

18.80

DESIGNED BY SMEC

2.0%

2.15

NATURE

STRIP

2.00

FOOTPATH2.30

INDENT

PARKING

3.33%

B1KERB

1.00

NATURE

STRIP

6.67%2.0%

M2KERB

1.50

FOOTPATH

0.05

2.0%

2.15

NATURE

STRIP

2.00

FOOTPATH2.30

INDENT

PARKING

3.33%

0.60 0.60 0.20

RCP

A.G.

7.30

CARRIAGEWAY

20.00

ROAD RESERVE

3.35


4.15

NATURE

STRIP

5.35

NATURE

STRIP 3.35


RCP

6.67% 3.33% 6.67% 2.0%

RCP

0.05

3.33%

PR

OP

ER

TY

BO

UN

DA

RY

SM2KERB

SM2KERB

2.50

FOOTPATHPR

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ER

TY

BO

UN

DA

RY

2.40

GAS

2.90

ELEC

0.80

SEWER

0.05

1.40

WATERA.G. A.G.

YUROKE RD

1.90

REC WATER

3.40

TELCO

6.98

EX WATER

A.G.A.G.

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APRELIMINARY





COPYRIGHT





SKETCH

03/06/20

TYPICAL ROAD CROSS SECTIONS

LENGTHS ARE IN METRES - PAPER SIZE A3

SCALE 1:1,00010 10 20 30 40 500

EAST WEST EASTWEST

NORTH NORTHSOUTH SOUTH

PROJECT BY

SELLING AGENT

DEVELOPED BY

TheBrendon-MasterPlan-completeTheBrendon-MasterPlanINITIAL DESIGN DRAWINGS

TheBrendon-MasterPlan-sept2020

the brendon master plan€¦ · the brendon master plan project by selling agent developed by....

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