VICTRACK RAILWAY LINE SHARED USER PATH HEATHMONT … · wood post and wire wood post wood post and wire and wire post and weld mesh ... latest issue date 20-07-2017 height datum ahd

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CONCRETE

BIKE

PATH

CONCRETE

BIK

E

PATH

CONCRETE BIKE PATH

CONCRETE BIKE PATH

B

IT

U

M

IN

R

O

A

D

B

IT

U

M

IN

R

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A

D

BITUMIN

ROAD

BITUMIN ROAD

BITUMIN ROAD

BITUMIN ROAD

POST AND WELD MESH

W

O

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D

P

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A

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WOOD POST AND WIRE

W

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POST AND WELD MESH

POST AND WELD

MESH

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B

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METAL POST

AND H.BARS

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U

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TOE OF BANK

TOE OF BANK

TOE OF BANK

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BANK

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A

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S

S

I

N

G

S

E

A

T

HEATHMONT ROAD

116

118

120

202

B

E

N

N

E

T

T

A

V

E

SHARED USER PATH

VICTRACK RAILWAY LINE

C

A

N

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R

B

U

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D

A

A

ASPHALT WEARING COURSE - 30mm THICK,SIZE 10mm STONE, TYPE N ASPHALTASPHALT BASE COURSE - 30mm THICK, SIZE10mm STONE, TYPE N ASPHALT

BASE COURSE - 100mm THICK, CLASS 2, SIZE20mm FINE CRUSHED ROCK

BASE COURSE - 100mm THICK, CLASS 2, SIZE20mm FINE CRUSHED ROCK

SUBGRADE IMPROVEMENT - 200mm THICK,CLASS 2, SIZE 20mm FINE CRUSHED ROCK(ONLY WHERE REQUIRED)

0.52m

0.70m 2.40m

0.60m

3.60m 3.60m4.56m3.00m

7.20m

0.50m

EXISTING SURFACE

CONSTRUCT MOUNTABLE KERB WITH SURFACECHANNEL M2 IN ACCORDANCE WITH COUNCILSTANDARD DRAWING SD-C01

AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP'

BOLLARDS AT 1.5m CENTERS IN ACCORDANCE WITH

SECTION 9.8 OF COUNCIL'S 'INFRASTRUCTURE AND

LANDSCAPING GUIDELINES' (FEBRUARY 2016)

200mm THICK FINE CRUSHEDROCK SHOULDER

1%

1 IN 3 BATTER

FULL DEPTH PAVEMENTWITH ASPHALT SURFACE

3%

RE-E

STAB

LISHE

DTI

TLE

BOUN

DARY

EXISTING CONCRETESHARED USER PATH

EXISTING KERB AND CHANNEL

EXISTING SHARED USER PATH LANDSCAPING AREA PROPOSED ON-STREETPARALLEL PARKING

HEATHMONT ROAD

HEAT

HMON

T RO

ADCE

NTRE

LINE

VICTRACK RAILWAY RESERVE COUNCIL ROAD RESERVEM2 KERB

SHOULDERBATTER

CLEARENCE

VER DESCRIPTION DATE

00 ORIGINAL ISSUE - CONCEPT DESIGN - FOR DISCUSSION 27-03-2017

SCALE

ENGINEERING DESIGN

APP

-

VER

06

DWG No.

6648-01-06

SHEET No.

1 OF 5

PLAN NUMBER

6648

FOR CONSTRUCTIONCHRIS PROCTOR

APPROVED

MATT WRIGHT

DRAFTING

CHRIS PROCTOR

LATEST ISSUE DATE

20-07-2017

HEIGHT DATUM

AHD

COORDINATE DATUM

MGA zone 55

ORIE

NTAT

ION

MAROONDAY CITY COUNCILBRAESIDE AVENUE RINGWOOD VIC 3134PO Box 156 RINGWOOD VIC 3134PHONE: 1300 88 22 33 or (03) 9298 4598EMAIL: [email protected]: www.maroondah.vic.gov.au

ENGINEERING & BUILDING SERVICES

LOCALITY PLAN, DRAWING INDEX, OVERALL PLAN & PAVEMENT DETAILS

AS SHOWN

-

OVERALL PLAN

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF EXISTING UNDERGROUND SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. NO

GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

LOCALITY MAPMELWAYS MAP 50 A12 AND 64 A1

NOT TO SCALE

ON-STREET CAR PARKING WORKSHEATHMONT ROAD, HEATHMONT

(BETWEEN CANTERBURY RD AND BENNETT AVE)

010 5 1:500@ A110 201:1,000@ A3

1:10 @ A100.2 0.1 0.2 0.41:20 @ A3

ASPHALT CAR PARK

PAVEMENT PROFILE

ON-STREET CAR PARKING WORKS

HEATHMONT ROAD, HEATHMONT

(BETWEEN CANTERBURY RD AND BENNETT AVE)

DRAWING INDEX

TITLE

LOCALITY PLAN, DRAWING INDEX, OVERALL PLAN & PAVEMENT DETAILS

SHEET

No.

1

2 LAYOUT PLAN

KERB PROFILES

IN ACCORDANCE WITH COUNCILSTANDARD DRAWING SD-CO1

01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -

3 LAYOUT PLAN



SECTION A-A

01 0.5 1:50 @ A11 2

1:100 @ A3

LONGITUDINAL SECTION4

5 CROSS-SECTIONS

04 DRAFT DETAILED DESIGN - FOR REVIEW 15-06-2017 -

05 ISSUED FOR CONSTRUCTION 10-07-2017 -

06 ISSUED FOR CONSTRUCTION - SIGNAGE AMENDMENTS 20-07-2017 MW

LEGEND

200mm THICK CRUSHED ROCK SHOULDER

FULL DEPTH ASPHALT ROAD PAVEMENT

(REFER TO SHEET 1 FOR PAVEMENT DETAIL)

CONCRETE KERB (VARIOUS PROFILES)

PROPOSED PAVEMENT GRADE

PROPOSED PAVEMENT LINE MARKING

PROPOSED TREE TO BE REMOVED

ASPHALT BUND WITH INVERT

TRAFFIC SIGNS

R5-35-1(L), R5-16(R)

AM

00

AM7 9

00

1

/

4 P

R5-35-1(R)R5-16(L),

AM

00

AM7 9

00

1

4

/

P

SIGN #1

SIGN #2

1

2

9

1

2

9

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2

9

.4

1

2

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.6

1

2

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.8

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.6

1

3

0

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8

131

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1

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1

.2

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1

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2

131.4

/

/

/

/

/

/

/

/

/

/

/

/

// / / / / /

/ // / / / /

/ / / / // / / /

/ /

CONCRETE BIKE PATH

CONCRETE BIKE PATH

BITUMIN

ROAD

BITUMIN ROAD

POST AND WELD MESH

POST AND W

ELD

MESH

TO

E O

F B

AN

K

6.50m

2.10m

6.50m

0.70m

3.60m

3.60m

6.50m

M2 KERB

B2 K

ER

B

B2 KERB

M2 KERB

SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT

B2 BARRIER KERB AND CHANNEL IN ACCORDANCE WITH

COUNCIL STANDARD DRAWING SD-C01

~1.0%

~1.0%~1.0%

SAWCUT EXISTING ASPHALT PAVEMENT AND

CONSTRUCT M2 MOUNTABLE KERB WITH SURFACE

DRAINAGE CHANNEL IN ACCORDANCE WITH COUNCIL

STANDARD DRAWING SD-C01

CONSTRUCT 200mm THICK CRUSHED ROCK SHOULDER TO

GRADE AT 5% TOWARDS SHARED USER PATH

HEATHMONT ROAD

116202

MATCH EXISTING BARRIER

KERB AND CHANNEL LEVELS

SHARED USER PATH

VICTRACK RAILWAY LINE

CA

NT

ER

BU

RY

R

OA

D

LARGE SILVER LEAF STRINGYBARK

(EUCALAPTUS CEPHALOCARPA) TO BE RETAINED

AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP' BOLLARDS AT

1.5m CENTERS IN ACCORDANCE WITH SECTION 9.8 OF COUNCIL'S

'INFRASTRUCTURE AND LANDSCAPING GUIDELINES' (FEBRUARY 2016)

A

A

RE-ESTABLISHED

TITLE BOUNDARY

INSTALL TWO (2)

REMOVABLE BOLLARDS

1 IN 5 BATTER EXTENTS

FOR VEHICLE ACCESS

1 IN 3 BATTER EXTENTS

TREES No.5-9

TREE No.4

TREE No.3

TREE No.2

TREE No.1

CH

10.350

CH

20.393

CH

29.254

CH

30.223

CH

37.277

CH

49.665

CH

59.360

CH

71.594

CH

0.000

CH

22.498

CH

30.223

CH

49.665

CH

59.360

CH

70.236

1

2

3

4

5

6

7

INSTALL SIGN #1

INSTALL SIGN #2

INSTALL SIGN #1



SCALE

ENGINEERING DESIGN

APP

-

VER

DWG No.

6648-02-06

SHEET No.

2 OF 5

PLAN NUMBER

CHRIS PROCTOR

APPROVED

DRAFTING

CHRIS PROCTOR

LATEST ISSUE DATEHEIGHT DATUM

AHD

COORDINATE DATUM

MGA zone 55

ORIE

NTAT

ION



LAYOUT PLAN

AS SHOWN

-




LAYOUT PLAN



(BETWEEN CANTERBURY RD AND BENNETT AVE)01 FUNCTIONAL DESIGN - FOR REVIEW 22-05-2017 -



1:100 @ A102 1 2 41:200 @ A3

CO

NT

IN

UE

D O

N S

HE

ET

3


CO-ORDINATE SETOUT TABLES

6648

FOR CONSTRUCTION

MATT WRIGHT


06

20-07-2017


MON - FRI

MON - FRI

LEGEND

200mm THICK CRUSHED ROCK SHOULDER

FULL DEPTH ASPHALT ROAD PAVEMENT

(REFER TO SHEET 1 FOR PAVEMENT DETAIL)

CONCRETE KERB (VARIOUS PROFILES)

PROPOSED PAVEMENT GRADE

PROPOSED PAVEMENT LINE MARKING

PROPOSED TREE TO BE REMOVED

ASPHALT BUND WITH INVERT

TRAFFIC SIGNS

R5-35-1(L), R5-16(R)

AM

00

AM7 9

00

1

/

4 P

R5-35-1(R)R5-16(L),

AM

00

AM7 9

00

1

4

/

P

SIGN #1

SIGN #2

1

2

4

.4

1

2

4

.6

1

2

4

.8

1

2

5

1

2

5

.2

1

2

5

.4

1

2

5

.6

1

2

5

.8

1261

26.21

26.4

1

2

6

.

6

1

2

6

.

8

1

2

7

1

2

7

.

2

1

2

7

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1

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7

.

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1

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7

.

8

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2

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1

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8

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2

1

2

8

.

4

1

2

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.

6

1

2

8

.8

1

2

9

.

8

/ //

/ //

/ /

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

/

C

O

N

C

R

ET

E B

IK

E P

AT

H

B

IT

U

M

IN

R

O

A

D

BIT

UM

IN R

OA

D

BITUMIN

ROAD

POST AND WELD MESH

W

O

O

D

P

O

S

T

A

N

D

W

I

R

E

WOOD POST

AND W

IRE

W

O

O

D

P

O

S

T

A

N

D

W

I

R

E

TO

E O

F B

AN

K

TOE

OF B

AN

K

T

O

P

O

F

B

A

N

K

T

O

E

O

F

B

A

N

K

T

O

P

O

F

B

A

N

K

B

I

T

U

M

I

N

R

O

A

D

/

/

/

/

/

/

/

6.3

0m

2

.1

0

m

2.10m

0.70m

0.70m

3.60m

3.60m

3.60m

3.60m

6.50m

M2 KERB

AS

PH

ALT

BU

ND

M

2 K

ER

B

~1.0%

~1.0%

~1.0%

SAWCUT EXISTING ASPHALT PAVEMENT AND CONSTRUCT M2

MOUNTABLE KERB WITH SURFACE DRAINAGE CHANNEL IN

ACCORDANCE WITH COUNCIL STANDARD DRAWING SD-C01

CONSTRUCT 200mm THICK CRUSHED

ROCK SHOULDER TO GRADE AT 5%

TOWARDS SHARED USER PATH

118

120

B

E

N

N

E

T

T

A

V

E

PLACE 100mmND ROCK BEACHING

FROM M2 KERB OUTLET TO EXISTING

OPEN DRAIN AND GRADE TO SUIT

LARGE ENGLISH OAK (QUERCUS

ROBUR) TO BE RETAINED

LARGE RED STRINGY BARK (EUCALAPTUS

MACRORHYNCHA) TO BE RETAINED

AT EDGE OF SHOULDER INSTALL SQUARE 'PYRAMID TOP' BOLLARDS AT 1.5m

CENTERS IN ACCORDANCE WITH SECTION 9.8 OF COUNCIL'S

'INFRASTRUCTURE AND LANDSCAPING GUIDELINES' (FEBRUARY 2016)

SAWCUT EXISTING ASPHALT PAVEMENT AND

CONSTRUCT FULL DEPTH ASPHALT PAVEMENT TO

CREATE CONSISTENT 3.6m LANE WIDTH

1 IN

3 B

AT

TE

R

E

XT

EN

TS

1 IN 3

BA

TT

ER

EX

TE

NT

S

1 IN

3 B

AT

TE

R

E

XT

EN

TS

CONSTRUCT ASPHALT BUND WITH CENTRAL

INVERT GRADED BETWEEN M2 KERB

TREE No.10

TREE No.11

TREES No.12-14

CH

71.594

CH

81.630

CH

86.337

CH

93.493

CH

102.896

CH

107.958

CH

112.594

C

H

117.520

C

H

131.626

C

H

134.515

CH

81.630

CH

86.337

CH

98.387

C

H

114.705

C

H

117.520

C

H

124.000

C

H

131.626

C

H

134.515

C

H

139.906

C

H

146.205

7

8

9

10

11

12

13

14

15

16

17

VIC

TR

AC

K R

AILW

AY

LIN

E

HE

AT

HM

ON

T R

OA

D

INSTALL SIGN #1

INSTALL SIGN #2

INSTALL SIGN #1

INSTALL SIGN #2



SCALE

ENGINEERING DESIGN

APP

-

VER

DWG No.

6648-03-06

SHEET No.

3 OF 5

PLAN NUMBER

CHRIS PROCTOR

APPROVED

DRAFTING

CHRIS PROCTOR


AHD

COORDINATE DATUM

MGA zone 55

ORIE

NTAT

ION



LAYOUT PLAN

AS SHOWN

-




LAYOUT PLAN






1:100 @ A102 1 2 41:200 @ A3

CO

NT

IN

UE

D O

N S

HE

ET

2


CO-ORDINATE SETOUT TABLES

6648

FOR CONSTRUCTION

MATT WRIGHT


06

20-07-2017


MON - FRI

MON - FRI



SCALE

ENGINEERING DESIGN

APP

-

VER

DWG No.

6648-04-06

SHEET No.

4 OF 5

PLAN NUMBER

CHRIS PROCTOR

APPROVED

DRAFTING

CHRIS PROCTOR


AHD

COORDINATE DATUM

MGA zone 55

ORIE

NTAT

ION



LONGITUDINAL-SECTION

AS SHOWN

-









LONGITUDINAL SECTION

0

0

10 5

1 0.5

Hor 1:500 @ A1

Ver 1:50 @ A1

2010

1 2Hor 1:1,000 @ A3

Ver 1:100 @ A3


6648

FOR CONSTRUCTION

MATT WRIGHT


06

20-07-2017




SCALE

ENGINEERING DESIGN

APP

-

VER

DWG No.

6648-05-06

SHEET No.

5 OF 5

PLAN NUMBER

CHRIS PROCTOR

APPROVED

DRAFTING

CHRIS PROCTOR


AHD

COORDINATE DATUM

MGA zone 55

ORIE

NTAT

ION



CROSS-SECTIONS

AS SHOWN

-









CROSS-SECTIONS

0

0

1 0.5

2 1 Hor 1:100 @ A1

Ver 1:50 @ A11

2

2

4Hor 1:200 @ A3

Ver 1:100 @ A3


6648

FOR CONSTRUCTION

MATT WRIGHT


06

20-07-2017


Documents

VICTRACK RAILWAY LINE SHARED USER PATH HEATHMONT … · wood post and wire wood post wood post and wire and wire post and weld mesh ... latest issue date 20-07-2017 height datum ahd