T

T

218.71

B

TA

GRAVEL CAR PARK

B

B

B

B

B

B

B

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

MGA

NOTES

GENERAL

G1. The Contractor is to verify the location and depth of all utility services prior to carrying out works by telephoning 1100 “Dial before

you dig”.

G2 Discrepancies between plans and existing conditions are to be reported immediately to the Council's Supervising Engineer.

G3. All surplus excavated material remains the property of the contractor unless specified otherwise or advised by the Council's

Supervising Engineer.

G4. “Remove” shall mean remove off site and dispose of at an approved disposal site at the contractor's expense, unless specified

otherwise.

G5. On completion of construction all work areas are to be cleaned up & reinstated to the satisfaction of the Council's Supervising

Engineer.

PAVEMENT

P1. Road crossfall to be 1 in 36 falling towards table drain or kerb and channel unless specified otherwise.

P2. At new fill areas the topsoil shall be stripped and filling material placed in 150m thick layer and compacted to 95% A.A.S.H.O.

compaction test, the topsoil is then respread on the batter areas.

P3. New concrete footpath paving to be 32 MPa strength.

P4. Tactile ground surface indicator (TGSI) pavers are to be 300mm x 300mm x 40mm pre-cast concrete pavers and shall have a

minimum luminance contrast of 30% compared to the amount of light reflected from the adjacent surface.

ROADSIDE

R1. Existing driveways are to be reinstated from back of kerb or edge of seal at a maximum grade of 1 in 8 for 2.0m then 1 in 4

thereafter with a transition of 1 in 6 for 2.0m is preferred where possible as per:

(a) gravel driveways with 50mm compacted depth of 3% cement treated crushed rock unless specified otherwise.

(b) asphalt driveways with 50mm compacted depth 10mm nominal size asphalt on a base of 100mm compacted depth Class 2 fine

crushed rock.

(c) concrete driveways with 150mm depth concrete paving on a base of 50mm compacted depth Class 2 fine crushed rock.

(d) brick paver driveways with suitable heavy duty brick pavers on 30mm of bedding sand on a base of 100mm compacted depth

Class 2 fine crushed rock.

R2. Table drain to be cleaned, redefined or defined as necessary along the high side of the roadway, refer to type of section for table

drain profile, minimum depth 300mm.

R3. Cut and fill batters are to be graded at a maximum of 1 in 3 unless specified otherwise or approved by the Council's Supervising

Engineer.

R4. Footpath levels to match existing service authority pit levels unless otherwise noted.

DRAINAGE

D1. All drainage pipes to be Class 2 rubber ring jointed spigot and socket unless specified otherwise.

D2. All property stormwater outlets within 3.0m of the new drain or kerb, are to be connected to underground drainage pipes where

available, or back of kerb where underground drainage pipes are not available.

D3. Drainage pits greater than 1.0m in depth to be provided with step irons at 300mm centres vertically.

D4. Ag. drain placed behind kerb and channel as shown on plan, if within 3.0 metres of any tree excavation to be hand dug or bored

to minimise root damage of tree.

VEGETATION

V1. Tree Protection Zones (TPZ) have been shown for all trees located close to the works area. Works and any stockpiles of

construction equipment and material are to be contained outside the TPZ unless specifically approved by this plan. Prior

approval must be sought for any works not specified and approved by this plan that are to be conducted within the TPZ of any

tree.

V2. Only trees shown to be removed on this plan can be removed. Any damage to the bark, branches, trunks or roots of other trees

should be immediately reported to Council's Construction Surveillance Officer before any works continue around the subject

vegetation.

ANCILLARY

A1. All existing signs and posts remain the property of the Council.

OVERALL PLAN

010 5 1:50010 20

Original sheet size A1

SHEET 2

SHEET 3

SPORTS OVAL

ATHLETICS TRACK

E

X

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EXISTING BUILDING

B

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E

SHEET DESCRIPTION JCA No.

1

2

3

4

5

NOTES, TYPICAL SECTION, OVERALL PLAN & LOCALITY INFORMATION

PAVEMENT TYPES EXTENTS

DETAIL PLAN

DETAIL PLAN

21156

DRAWING SCHEDULE

SUBGRADE - MATERIAL AS FOUND COMPACTED TO

95% OF AS 1289 5.1.1 (STANDARD COMPACTION) AT A

MOISTURE CONTENT BETWEEN 90% AND 120% OF

OPTIMUM MOISTURE CONTENT FOR A DEPTH OF

150mm

SUBBASE - 150mm COMPACTED DEPTH OF CLASS 3

(40mm) CRUSHED ROCK COMPACTED TO NOT LESS

THAN 95% AS1289 5.2.1 (MODIFIED COMPACTION)

BASE - 100mm COMPACTED DEPTH OF CLASS 2 (20mm)

FINE CRUSHED ROCK COMPACTED TO NOT LESS THAN

98% AS1289 5.2.1 (MODIFIED COMPACTION)

30mm COMPACTED DEPTH, 10mm Nom. SIZE ASPHALT TYPE N

BASE - 150mm COMPACTED DEPTH OF CLASS 2 (20mm)

FINE CRUSHED ROCK COMPACTED TO NOT LESS THAN

98% AS1289 5.2.1 (MODIFIED COMPACTION)

30mm COMPACTED DEPTH, 10mm Nom. SIZE ASPHALT TYPE N

FULL DEPTH RECONSTRUCTION

COUNCIL STANDARD SD/A2

PARTIAL RECONSTRUCTION

COUNCIL STANDARD SD/A2

TRIM AND COMPACT EXISTING CRUSHED ROCK CAR

PARK SURFACE

21156

21156

21156

21156

PAVEMENT TYPES EXTENTS

6 DRAINAGE LONGITUDINAL SECTION 21156

7 DRAINAGE LONGITUDINAL SECTION & PIT SCHEDULE 21156

Surveying - Engineering - Town Planning

Phone 03 9735 4888 Email jca@jcalc.com.au www.jcalc.com.au

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Quality

Management

System

ISO 9001

trust-mark.com®

Level 1, 260 Main Street Lilydale Vic. Australia 3140

LOCALITY MAP

LOCATION OF

WORKS

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

REGULATE EXISTING SURFACE AS REQUIRED

30mm COMPACTED DEPTH, 10mm Nom. SIZE ASPHALT TYPE N

ASPHALT OVERLAY

COUNCIL STANDARD SD/A2

KERB TYPE C: BARRIER KERB AND OUTFALL TRAY

0.60m

KERB TYPE B: MODIFIED BARRIER KERB AND CHANNEL DETAIL

4.55m 0.45m0.45m

OPENINGOPENING

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

AG

LINEMARKING (DISABLED PARKING)29.03.2019

T T T

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SAWCUT EXISTING PAVEMENT

SAWCUT EXISTING PAVEMENT

REMOVE EXISTING CONCRETE ANDREINSTATE AREA TO MATCH NEW KERB ANDEXISTING ENTRANCE AND BUILDING LEVELS

SHEET 03SHEET 02

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

SPORTS OVAL

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

PARTIAL RECONSTRUCTION(REFER DETAIL FOR COMPOSITION)

FULL DEPTH PAVEMENT(COUNCIL STANDARD SD/A2)

PAVEMENT LEGEND

PROFILE EXISTING PAVEMENT

ASPHALT OVERLAY40mm DEPTH, SIZE 7mm TYPE N

CONCRETE FOOTPATH / HARDSTAND(COUNCIL STANDARD SD/B5)

WATER SENSITIVE URBAN DESIGN. REFERDETAILED DESIGN BY YARRA RANGES COUNCILINCLUDING ASSOCIATED DRAINAGE WORKS.

MGA

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

5 2.5 100 5 1:250

Original sheet size A1

DETAIL PLAN

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

AG29.03.2019LINEMARKING (DISABLED PARKING)

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SHEET 03SHEET 02

SPORTS OVAL

MGA

FP

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YARRA RANGES COUNCIL

C

D

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G

S

SW

T

W

SV

PARTIAL RECONSTRUCTION(REFER DETAIL FOR COMPOSITION)

FULL DEPTH PAVEMENT(COUNCIL STANDARD SD/A2)

PAVEMENT LEGEND

PROFILE EXISTING PAVEMENT

ASPHALT OVERLAY40mm DEPTH, SIZE 7mm TYPE N

CONCRETE FOOTPATH / HARDSTAND(COUNCIL STANDARD SD/B5)

WATER SENSITIVE URBAN DESIGN. REFERDETAILED DESIGN BY YARRA RANGES COUNCILINCLUDING ASSOCIATED DRAINAGE WORKS.

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

5 2.5 100 5 1:250

Original sheet size A1

PAVEMENT TYPES EXTENTS

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

AG29.03.2019LINEMARKING (DISABLED PARKING)

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MATCH EXISTINGKERB LEVEL

MATCH EXISTINGPAVEMENT LEVEL

BACK OF KERB TO MATCHEXISTING SURFACE LEVEL

AROUND SUBSTATION

REGRADE EXISTING ASPHALTACCESS TO MATCH NEWKERB/FOOTPATH LEVEL

REGRADE EXISTING GRAVELACCESS TO MATCH NEWKERB/FOOTPATH LEVEL

REMOVE EXISTING PIT ANDABANDON DOWNSTREAM PIPE

REMOVE EXISTING CONCRETE ANDREINSTATE AREA TO MATCH NEW KERB ANDEXISTING ENTRANCE AND BUILDING LEVELS

CONSTRUCT RAISED PAVEMENT INACCORDANCE WITH COUNCIL STANDARD

DRAWING SD/T2, INCLUDING SIGNAGE

SHEET 05SHEET 04

1:100

1:100

1:80

1:43

1:39

1:21

1:31

1:25

1:391:2

5

1:58

1:40

1:56

1:55

1:94

1:56

1:46

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1:22

1:22

1:23

1:20

1:201:25

1:25

1:23

1:45 1:701:31

1:70

1:100

1:100

MATCH PIT COVER LEVELSEAL EXISTING OPENING

IN PIT WALL MATCH PIT COVER LEVEL.SEAL EXISTING OPENING

IN PIT WALLMATCH PIT COVER LEVELSEAL EXISTING OPENING

IN PIT WALL

ADJUST PIT COVER LEVEL TOSUIT NEW FOOTPATHSEAL EXISTING OPENING INPIT WALL

ADJUST PIT COVER LEVEL TOMATCH FINISHED SURFACE

2.50

4.35

8.80

4.35

2.50

2.508.35

4.35

2.00

4.35

6.20

4.35

2.50

2.50

2.70

2.70

4.35

6.20

4.35

2.50

2.50

2.70

2.70

2.70

4.35

6.20

4.35

2.70

2.50

8.354.35

2.50

5.00

2.50

4.35

2.50

2.50

2.50

2.50

2.50

2.50

4.35

7.35

4.352.50

7.35

2.76

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3.05

7.50

3.05

14.00

14.00

14.00

5.07

KERB TYPE C

KERB TYPE B

KERB TYPE C

KERB TYPE B

KERB TYPE C

KERB TYPE B

KERB TYPE C

KERB TYPE A

KERB

TYP

E A

KERB

TYP

E A

KERB

TYP

E C

KERB

TYP

E C

KERB

TYP

E C

KERB TYPE A

KERB TYPE A

KERB TYPE AKERB TYPE C

KERB TYPE C

KERB TYPE C

KERB TYPE A

KERB

TYP

E A

KERB

TYP

E E

KERB TYPE C

CONSTRUCT PIT OVEREXISTING PIPE.ASSUMED DEPTH

ABANDON EXISTING PIPE

1.50

1.50

1.50

1.50

1.50

1.50

1.50

1.50

1.50

1.50

REMOVE EXISTING CULVERT

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

SPORTS OVAL

P222.90

P222.08

P221.07

P220.61

P220.21

P219.74

P219.04P218.86

P218.89

P222.86

P222.27

P221.89P221.82

P220.89

P220.22

P219.56

P218.93P218.71

P221.59

P220.85

P220.10

P219.50

P221.52

P220.08

P220.21

P219.79

P219.38

P219.03

P219.05

P219.13

P218.74

P218.65

P218.46

P218.40

P218.35

P218.26

P220.73P220.58 P219.99 P219.60 P219.11

P219.37P219.20

P218.90

P218.73 P218.62

P218.39

P218.44

P218.68P218.42

P218.28P218.14P218.60

P218.83

P219.00P218.82

P218.70P218.52

P218.36P218.29

P218.29

P218.50

P218.86

P219.61

P220.16

P221.04

P221.62

P222.29

P218.16

P218.12

P218.05

P218.59

P219.62

P218.51

P221.04

P218.47

P218.33

P218.00

P217.81

P217.73

P217.68

P217.57

P224.81

P224.65

P224.09

P223.91

P222.95

P221.01

P220.09

P220.60

P219.20

P218.54

P217.91

P217.63

P217.59

P217.52P217.50

P218.63

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.

0

2

1

8

.

0

2

1

8

.

0

2

1

9

.

0

2

1

9

.

0

2

1

9

.

0

2

1

9

.

0

2

2

0

.

0

220.0

2

2

0

.

0

2

2

1

.

0

22

1.0

2

2

1

.0

2

2

2

.

0

222.0

2

2

3

.

0

2

2

4

.

0

300Ø

300Ø

3

0

0

Ø

3

0

0

Ø

3

0

0

Ø

300Ø

THE LOCATION OF SERVICES SHOWN IS INDICATIVE ONLY ANDSHOULD BE CONFIRMED BY SERVICE PROVING.OTHER SERVICES TO THE EXISTING BUILDINGS MAY BE PRESENTBUT HAVE NOT BEEN LOCATED.CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALLSERVICES ON SITE PRIOR TO COMMENCING CONSTRUCTION WORKS

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

LEGEND

MGA

KERB TYPE A - BARRIER KERB & CHANNEL (COUNCIL STANDARD SD/B1)

KERB TYPE B - MODIFIED BARRIER KERB & CHANNEL.0.45m GAP IN KERB AT 4.55m SPACING.(REFER DETAIL ON SHEET 1)

KERB TYPE C - BARRIER KERB AND OUTFALL TRAY (REFER DETAIL ON SHEET 1)

KERB TYPE D - ROLLOVER KERB & CHANNEL (COUNCIL STANDARD SD/B1)

KERB TYPE E - FULLY MOUNTABLE KERB (COUNCIL STANDARD SD/B1)

PXXX.XX

1:XXX

FINISHED PAVEMENT LEVEL

PAVEMENT / KERB GRADE

EXISTING SURFACE CONTOURS(0.2m INTERVAL)

FINISHED SURFACE CONTOURS(0.2m INTERVAL)

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

5 2.5 100 5 1:250

Original sheet size A1

DETAIL PLAN

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

AG29.03.2019LINEMARKING (DISABLED PARKING)

HIG

H W

OV

EN

W

IR

E

B

B

L

O

W

W

O

V

E

N

W

I

R

E

LO

W

W

OV

EN

W

IR

E

GA

TE

G

A

T

E

G

A

T

E

TO

E O

F B

AN

K

TO

P O

F B

AN

K

H

I

G

H

W

O

V

E

N

W

I

R

E

GA

TE

E

D

G

E

O

F G

R

A

V

E

L

O

P

E

N

E

A

R

T

H

D

R

A

I

N

T

O

P

O

F

B

A

N

K

T

O

E

O

F

B

A

N

K

H

IG

H

W

O

V

E

N

W

IR

E

CH

AN

GE

IN

G

RA

DE

C

H

A

N

G

E

I

N

G

R

A

D

E

T

O

P

O

F

B

A

N

K

T

O

E

O

F

B

A

N

K

2

1

5

2

1

6

2

1

7

REPLACE EXISTING GATE TOCOUNCIL REQUIREMENTS

RETAIN EXISTINGACCESS GATE

RETAIN EXISTINGACCESS GATE

MATCH EXISTINGSURFACE LEVEL

MATCH EXISTINGSURFACE LEVEL

SHEET 05SHEET 04

3.50

KERB

TYP

E A

KERB

TYP

E E

KERB

TYP

E A

KERB

TYP

E E

KERB

TYP

E E

KERB

TYP

E D

KERB

TYP

E A

ABANDON EXISTING PIPE

SPORTS OVAL

P215.88P215.28

P214.67

P212.93

P212.55

P217.50

P217.13

P216.72

P216.08

P214.27

P213.95

P215.16

P213.75

P212.76

P212.26

P213.92

4

3

2

Ex1

2

1

3

.

0

2

1

4

.

0

2

1

5

.0

216.0

217.0

2

1

3

.

0

2

1

4

.

0

2

1

5

.0

216.0

217.0

300Ø

300Ø

300Ø

THE LOCATION OF SERVICES SHOWN IS INDICATIVE ONLY ANDSHOULD BE CONFIRMED BY SERVICE PROVING.OTHER SERVICES TO THE EXISTING BUILDINGS MAY BE PRESENTBUT HAVE NOT BEEN LOCATED.CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALLSERVICES ON SITE PRIOR TO COMMENCING CONSTRUCTION WORKS

EXISTING GROSSPOLLUTANT TRAP

EXISTING 300mm DIAINLET

EXISTING 300mm DIAINLET

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

MGAAGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

5 2.5 100 5 1:250

Original sheet size A1

DETAIL PLAN

LEGENDKERB TYPE A - BARRIER KERB & CHANNEL (COUNCIL STANDARD SD/B1)

KERB TYPE B - MODIFIED BARRIER KERB & CHANNEL.0.45m GAP IN KERB AT 4.55m SPACING.(REFER DETAIL ON SHEET 1)

KERB TYPE C - BARRIER KERB AND OUTFALL TRAY (REFER DETAIL ON SHEET 1)

KERB TYPE D - ROLLOVER KERB & CHANNEL (COUNCIL STANDARD SD/B1)

KERB TYPE E - FULLY MOUNTABLE KERB (COUNCIL STANDARD SD/B1)

PXXX.XX

1:XXX

FINISHED PAVEMENT LEVEL

PAVEMENT / KERB GRADE

EXISTING SURFACE CONTOURS(0.2m INTERVAL)

FINISHED SURFACE CONTOURS(0.2m INTERVAL)

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

AG29.03.2019LINEMARKING (DISABLED PARKING)

EX.1

2 3 4 5 6

7 8 9 10

CHAINAGE

EXISTING SURFACE LEVEL

DESIGN SURFACE LEVEL

DESIGN INVERT LEVEL

HYDRAULIC GRADE LINE

DEPTH TO INVERT

GRADE

PIPE DIAMETER (mm)

DESIGN FLOW (m3/s)

CAPACITY (m3/s)

AT GRADE VELOCITY (m/s)

(Reach Length)

DATUM

FIN

ISH

ED

SU

R

FA

C

E

EX

IST

ING

SU

RF

AC

E

F

I

N

I

S

H

E

D

S

U

R

F

A

C

E

E

X

IS

T

IN

G

S

U

R

F

A

C

E

F

I

N

I

S

H

E

D

S

U

R

F

A

C

E

E

X

I

S

T

I

N

G

S

U

R

F

A

C

E

207.0

300Ø

1 in 18.9

(45.824)

21

2.6

75

21

2.6

75

11

.4

40

21

1.8

60

21

1.9

00

0.8

15

0.7

75

300Ø

1 in 28.8

(59.999)

21

5.1

31

21

5.1

31

57

.2

64

21

4.3

30

21

4.3

70

0.8

01

0.7

61

300Ø

1 in 40.8

(12.651)

21

7.2

36

21

7.4

45

11

7.2

64

21

6.4

50

21

6.4

90

0.9

95

0.9

55

300Ø

1 in 18.4

(55.873)

21

7.7

42

21

8.0

44

12

9.9

15

21

6.8

00

21

6.8

40

1.2

44

1.2

04

22

1.1

21

22

1.1

21

18

5.7

87

21

9.8

80

1.2

41

210.0

0.016

0.290

2.21

21

1.9

72

21

1.9

78

0.011

0.234

1.71

21

4.4

26

21

4.4

31

0.010

0.197

1.44

21

6.5

30

21

6.5

32

21

6.5

35

0.001

0.293

0.79

21

6.8

74

21

6.8

82

21

9.8

97

(30.628)

21

7.4

55

21

7.5

22

0.0

00

21

6.8

10

21

6.8

40

0.7

12

0.6

82

21

7.1

22

21

7.1

33

(13.743)

21

7.7

59

21

7.8

39

30

.6

28

21

7.0

30

21

7.0

60

0.8

09

0.7

79

21

7.1

28

21

7.1

30

21

7.1

38

(34.400)

21

7.9

95

21

7.9

85

44

.3

71

21

7.1

50

21

7.1

90

0.8

35

0.7

95

21

7.2

42

21

7.2

50

21

8.2

24

21

8.3

65

78

.7

71

21

7.6

10

0.7

55

21

7.6

70

21

7.6

74

300Ø

1 in 161

0.017

0.099

1.04

300Ø

1 in 153

0.015

0.102

1.03

300Ø

1 in 81.9

0.006

0.139

1

CONSTRUCT NEW PIT ON

EXISTING 300mm DIA PIPE.

DEPTH OF EXISTING PIPE TO BE

VERIFIED BEFORE COMMENCING

CONSTRUCTION

CLASS 3

PIPE

CLASS 3 PIPE

SERVICE PROVING IS

REQUIRED TO CONFIRM

DEPTH

CRUSHED ROCK

BACKFILL

CRUSHED ROCK

BACKFILL

EX

S

SERVICE PROVING IS

REQUIRED TO CONFIRM

DEPTH

SERVICE PROVING IS

REQUIRED TO CONFIRM

DEPTH

300Ø

1 in 5.3

0.022

0.546

3.76

(11.440)

21

1.0

55

21

1.0

55

0.0

00

20

9.5

80

20

9.7

00

1.4

75

1.3

55

21

0.0

00

2 x 300Ø INLET

PIPES

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

MGA

0

0

10 5

1 0.5

Hor 1:500

Ver 1:50

2010

1 2

Original sheet size A1

DRAINAGE LONGITUDINAL SECTION

0

0

10 5

0.5

Hor 1:500

Ver 1:50

2010

1 2

Original sheet size A1

DRAINAGE LONGITUDINAL SECTION

1

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

Ex.11

12

F

I

N

I

S

H

E

D

S

U

R

F

A

C

E

E

X

I

S

T

I

N

G

S

U

R

F

A

C

E

CHAINAGE

EXISTING SURFACE LEVEL

DESIGN SURFACE LEVEL

DESIGN INVERT LEVEL

HYDRAULIC GRADE LINE

DEPTH TO INVERT

GRADE

PIPE DIAMETER (mm)

DESIGN FLOW (m3/s)

CAPACITY (m3/s)

AT GRADE VELOCITY (m/s)

(Reach Length)

DATUM 215.0

300Ø

1 in 16.1

0.001

0.313

1.08

(25.343)

221.170

221.408

0.000

220.480

220.520

0.928

0.888

220.820

222.746

222.826

25.343

222.090

0.736

222.116

PIT SCHEDULE

PIT INTERNAL INLET OUTLET PIT REMARKS

No. TYPE WIDTH LENGTH DIA INV LEV DIA INV LEV COVER RL DEPTH

STEP

IRONS

Ex.1 JUNCTION PIT 0.90 1.20

300 210.540

225 209.580 211.055 1.475 -

BREAK INTO EXISTING PIT AND CONNECT 300mm

DIA PIPE

Ex.300 210.305

Ex.300 210.305

2 SIDE ENTRY PIT 0.75 1.00 300 211.900 300 211.860 212.675 0.815 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

3 SIDE ENTRY PIT 0.75 1.00 300 214.370 300 214.330 215.131 0.801 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

4 SIDE ENTRY PIT 0.75 1.00 300 216.490 300 216.450 217.445 0.995 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

5 SIDE ENTRY PIT 0.75 1.00 300 216.840 300 216.800 218.044 1.244 Y

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

6 SIDE ENTRY PIT 0.75 1.00 225 220.411 300 219.880 221.121 1.241 Y

RECONSTRUCT EXISTING PIT TO YARRA RANGES

SHIRE STANDARD DRAWING SD/P1

7 SIDE ENTRY PIT 0.75 1.00 300 216.840 300 216.810 217.522 0.712 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

8 SIDE ENTRY PIT 0.75 1.00 300 217.060 300 217.030 217.839 0.809 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

9 SIDE ENTRY PIT 0.75 1.00 300 217.190 300 217.150 217.985 0.835 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

10 SIDE ENTRY PIT 0.75 1.00 300 - 300 217.610 218.365 0.755 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P1

Ex.11 SIDE ENTRY PIT 0.75 1.00 300 220.520 300 220.480 221.408 0.928 N

BREAK INTO EXISTING PIT AND CONNECT 300mm

DIA PIPE

12 GRATED PIT 0.60 0.90 300 - 300 222.090 222.826 0.736 N

YARRA RANGES SHIRE STANDARD DRAWING

SD/P6

FP

FH

YARRA RANGES COUNCIL

C

D

E

G

S

SW

T

W

SV

MGA

0

0

10 5

0.5

Hor 1:500

Ver 1:50

2010

1 2

Original sheet size A1

DRAINAGE LONGITUDINAL SECTION

1

AGFUNCTIONAL DESIGN ISSUE31.08.2016

AG

REVISED FUNCTIONAL DESIGN ISSUE (2)27.09.2016

AGDETAIL DESIGN30.03.2017

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.