plan sheets 1-x

14 H

igh S

treet

12 H

igh S

treet

16 H

igh S

treet

18 H

igh S

treet

24-26 H

igh S

treet

28 H

igh S

treet

30 H

igh S

treet

32-34 H

igh S

treet

36 H

igh S

treet

38 H

igh S

treet

40 H

igh S

treet

42 H

igh S

treet

48 H

igh S

treet

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:300

1

COVER SHEET

Revision :

File :

Original sheet size:

DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS

Approved by DateRevision Description

- - - -

LOCALITY MAP

HIGH STREET, EAGLEHAWK

GB4707

FOOTPATH UPGRADE

AUGUST 2020

PROJECT EXTENTS

HIGH STREET

DOCUMENT CONTROL

SH

EE

T

No.

SH

EE

T

DE

SC

.

28

/0

8/2

0

xx/xx/2

0

xx/xx/2

0

DRAFT TENDER CONSTRUCTION

REVISION REVISION REVISION

1 COVER SHEET A - -

2 GENERAL NOTES & TYPICAL SECTION A - -

3 LAYOUT PLAN & LONGITUDINAL SECTION A - -

4 LAYOUT PLAN & LONGITUDINAL SECTION A - -

5 CROSS SECTIONS A - -

6 DRAINAGE LONG SECTION A - -

7 SETOUT N/A - -

NA

PIE

R S

TR

EE

T

VIC

TO

RIA

S

TR

EE

T

PROJECT PLANNING REQUIREMENTS

Required

- -

Planning Permit

No

No

Yes

Yes

No

No

No

-

Contact arborist prior to works beginning

Comments

-

-

-

-

CMA

RRV

Vegetation

Item

Land Acquisition

CHMP

Other

-

-

-

-

-

-

Contractor

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

9.3

2.4

3.4

Rootball

Rootball


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:300

2

GENERAL NOTES AND TYPICAL SECTION

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

5000 (nominal)

750

49

5

Va

rie

s

49

5

750

Proposed B4 Kerb

Proposed B4 Kerb with

tree barrier beam

underneath, see tree detail

this page

Tree barrier beam

underneath paving

heading, see tree detail

this page

Sawn Bluestone Pavers

495 x 245 x 40mm

Mortar Mix

- 20 parts fine sand

- 4 parts GP cement

- 1 part lime

- 1 Litre Bond-crete

- 30ml of Plasticiser

Tree detail and species to be

confirmed by CoGB Parks

Construct 500mm wide x

600mm deep, 25MPa Fibre

reinforced concrete beam as

shown. Beam to act as root

barrier adjacent tree cells,

and is to sit under the normal

paving concrete footing.

Construct 600mm wide x

400mm deep, 25MPa Fibre

reinforced concrete beam as

shown. Beam to act as root

barrier adjacent tree cells,

and is to sit under proposed

SM2 kerb.

PVC waterproof

membrane

150mm depth lightly

compacted structural soil

750mm depth tree pit soil

suitable to plant - TBC by

CoGB Parks

100mm depth

CL3 FCR

75mm depth

mulch

100mm slotted aggi in sock,

connected to pit at design

invert, offset from design

drainage. 1:200 fall. See plans

and drainage long section for

individual pit setup.

Proposed design

drainage

Cap end of pipe

FOOTPATH CONSTRUCTION NOTES

1. Any property storm water pipes located during works

are to be plumbed to the nearest pit. Where this is not

practical, seek approval from superintendent to plumb

to kerb or into nearest storm water pipe.

2. Footpath to be constructed to CoGB SD290 unless

noted otherwise.

3. An SD210 expansion joint is to be constructed at any

joins with existing footpath, existing driveways or

bridges.

4. SD210 Expansion joints along any new sections of

footpath are to be at a maximum separation of 15m

centres as per SD210.

5. Expansion joints to be constructed at a maximum

seperation of 15m along concrete slab below bluestone

pavers.

6. Batter work and associated top soiling is to be limited

to 1.0m from design edge of the footpath, unless noted

otherwise. This width cannot be altered unless direct

consent from the Superintendent is sought.

GENERAL CONSTRUCTION NOTES

1. All kerb, footpath and pram crossing constructions shall have

bedding/boxing inspected by the Superintendent's Representative prior to

pouring of concrete.

2. If property stormwater outlets (not already identified on plan) are located

during construction, it is the Contractors responsibility to connect them

into council underground drainage or back of kerb (As per IDM SD 510 &

SD 505) to the approval of the Superintendent's Representative.

3. Renewal of gas and water property service conduits to be 100mmØPVC

(sewer grade).

4. All sewer man-hole covers within the footpath alignment (wholly or partly)

are to be renewed & adjusted to design finished levels unless noted

otherwise or directed by the Superintendent's Representative.

5. All redundant footpath, kerb and road seal to be saw cut and removed

from site.

6. All service pits are to be renewed and matched into design surface unless

noted otherwise noted or directed by the Superintendent's Representative.

7. All TGSI's are to be Polymer tile (Or approved equivalent) and installed in

accordance with AS1428, unless noted otherwise or directed by the

Superintendent's Representative.

DRAINAGE CONSTRUCTION NOTES

1. The Superintendent's Representative and Design Engineer must be notified if any any modifications to

drainage design are required due to unforseen circumstances identified during works onsite.

2. Any property storm water pipes located during Works are to be plumbed to the nearest pit. Where this is

not practical, seek approval from the Superintendent's Representative to connect stormwater into kerb or

into the nearest storm water pipe.

3. All drainage pits are to be constructed as per the noted Standard Drawing.

4. Invert fall through pits is to be a min. of 30mm unless noted otherwise.

5. Concrete pit walls are to be sponge finished and floors are to be shaped for best hydraulic efficiency

unless noted otherwise.

6. Pit lids are to be installed flush with the surrounding surface unless noted otherwise.

7. Where concrete box culverts (CBC) or Crown Units are specified, they are to be compliant to AS1597.

8. Pipe extensions are to be constructed by removing the remaining stub of the existing pipe to be extended,

and then connecting the new pipe at the socket.

9. All pipe backfill is to be constructed as per the noted Standard Drawing.

10. The location of any saw cuts in asphalt are to be kept the minimum required trench width until after the

pipe is laid and backfilled up to 300mm from surface. At this point, a further 250mm wide, 300mm deep

section of asphalt/pavement is to be sawcut and excavated so as to provide a longitudinal pavement join

over the drainage trench. This also should ensure a straight edge for re-asphalting. The top 300m depth of

backfill should then be constructed accordingly.

11. At the completion of the Works, pipes are to be visually inspected via inspection pits to check for

construction debris, including crushed rock, soil and concrete over spill. Should a volume of debris be

present enough to impede flows, pipe cleaning shall be undertaken at the contractors expense.

12. Gas and water property services are generally not located during the design phase and therefore have not

been shown on plans. It is therefore the Contractors responsibility to consider these services when

excavating and adjust or realign accordingingly whilst causing minimal disruption to property owners.

13. Gas and Water property services encountered during construction are to be altered and reconnected to

the appropriate standard and to the satisfaction of the Superintendents Representative.

Proposed design

drainage

100mm slotted aggi at 1:200 grade,

connected to upstream pit by 100mm pvc.

Run 100mm pvc pipe from pit to

tree as shown. Final 3.4m of pipe is

to be slotted aggi in a sock with a

cap on the end. Install so that there

is 20mm fall between pit and tree.

Install aggi pipe

at pit invert.

AutoCAD SHX Text

P

AutoCAD SHX Text

%%UTYPICAL FOOTPATH, KERB, DRAINAGE AND TREE LAYOUT (1:50)

AutoCAD SHX Text

%%UTREE DETAIL (1:25)

AutoCAD SHX Text

%%USLOTTED AGGI DETAIL (1:25)

STN 2

RL 220.551

14 H

igh S

treet

12 H

igh S

treet

16 H

igh S

treet

18 H

igh S

treet

24-26 H

igh S

treet

28 H

igh S

treet

CH 0

.00

CH 5

.00

C

H 10.00

C

H 15.00

C

H 20.00

C

H 25.00

C

H 30.00

C

H 35.00

C

H 40.00

C

H 45.00

C

H 50.00

C

H 55.00

300Ø

RC

P

300Ø RCP

300Ø RCP

3

2

1


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:150

3

GENERAL LAYOUT AND LONG SECTION

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

LEGEND

Proposed: Tree, As directed

by CoGB Parks Unit

Bluestone Pavers

See Page 2 for more details

(COGB SD290)

Asphalt Footpath


(COGB SD290)

Tree Planter Soil

See Page 2 for Details

Removal: Tree

Concrete Kerb

B4 (COGB SD190)

Pavement Reinstatment

195mm Apshalt type H

100mm CL3 FCR

BACK OF

LIP OF KERB

BACK OF FOOTPATH

GRADES

FOOTPATH

Construct SEP (COGB

SD590-A-D-G-T) on

Design Kerb and

connect to existing JP

with 300Ø RCP.

Convert existing SEP to JP with

fibreglass lid.

Break into and Connect design

300Ø RCP to converted JP.

Construct GP in design kerb

tray. Design RCP to be installed

beneath design kerb as shown.

Remove all four existing trees in

works area. Construct road pavement

in old tree locations as shown.

Linemark two 6.0m long parking

bays between each design tree

planter area as shown.

Bluestone pavers to match all

property entrances to remove steps.

Do not match at 34 & 48 High Street.

Match design kerb to

existing kerb.

HIGH STREET

NA

PIE

R S

TR

EE

T

Match Bluestone to

Telstra Pit surrounds

Match Design

levels to Telstra pit

surrounds

Raise Telstra pit

60mm to match

Design Footpath

levels.

Match Pavement

reinstatement to

water valve.

LIP OF KERB

GRADES

LIP OF KERB

VERTICAL CURVES

CHAINAGE

NS CL

R.L. 216.00

HIGH STREET FOOTPATH LONGITUDINAL SECTION CH 0.000 To 55.000

SCALES: H 1:150 V 1:100 (A3)

Construct Pedestrian Layback

as per COGB SD195.

General Notes:

- Remove all existing parking linemarking.

- Remove seats, bins and bike rails and

reinstall to new footpath.

- Connect all storm water outlets into 300Ø

RCP.

Re-locate parking

sign to new location.

Re-locate parking sign to new

location.

Remove existing

Drainage Pit.

Change Concrete pit lid

to Fibreglass.

Take care

excavating

around gaslight.

Runs all day.

Match Footpath

levels to Water

Valve

Remove existing

Concrete slab

0.00

0.73

1.65

2.48

3.62

4.52

5.00

5.48

6.17

7.17

8.16

8.40

10.00

11.98

14.52

15.00

16.30

17.29

18.05

19.74

20.00

21.03

22.45

23.72

25.00

26.22

26.50

27.43

28.72

30.00

31.40

33.90

35.00

36.75

38.04

38.15

40.00

40.55

44.20

45.00

45.68

50.00

52.25

54.68

54.80

55.00

220.68

220.68

220.68

220.67

220.67

220.66

220.66

220.66

220.66

220.65

220.65

220.65

220.65

220.65

220.65

220.79

220.89

220.93

220.94

220.96

220.97

221.00

221.04

221.05

221.08

221.12

221.15

221.18

221.22

221.23

221.26

221.30

221.34

221.39

221.48

221.52

221.65

221.66

221.66

221.71

221.72

221.82

221.85

221.88

222.02

222.11

222.24

222.24

222.24

220.68

220.68

220.67

220.67

220.67

220.66

220.66

220.66

220.66

220.65

220.65

220.65

220.76

220.89

220.93

220.95

221.00

221.04

221.07

221.13

221.14

221.18

221.18

221.23

221.27

221.31

221.31

221.32

221.36

221.41

221.46

221.55

221.59

221.65

221.66

221.66

221.74

221.76

221.92

221.92

221.92

222.07

222.15

222.24

222.24

222.25

220.50

220.49

220.48

220.47

220.47

220.47

220.48

220.49

220.51

220.53

220.54

220.54

220.72

220.76

220.81

220.82

220.85

220.86

220.86

220.82

220.83

220.87

220.93

220.98

221.02

221.06

221.07

221.09

221.11

221.13

221.15

221.32

221.36

221.42

221.47

221.47

221.46

221.45

221.57

221.60

221.62

221.76

221.83

222.10

222.10

222.11

Sag

Sag

Crest

Sag

Crest

Sag

I.P

. 220.68

-0.4%

I.P

. 220.65

6.7%

I.P

. 220.89

1.8%

I.P

. 220.93

3.9%

I.P

. 221.18

0.0%

I.P

. 221.18

3.2%

I.P

. 221.32

0.0%

I.P

. 221.32

3.6%

I.P

. 221.65

0.8%

I.P

. 221.66

4.2%

I.P

. 221.92

0.0%

I.P

. 221.92

3.6%

I.P

. 222.24

1.2%

I.P

. 220.47

-0.2%

2.0

I.P

. 220.47

2.5%

2.0

I.P

. 220.54

2.0

I.P

. 220.87

-1.6%

2.0

I.P

. 220.82

3.9%

I.P

. 221.08

1.5%

5.0

I.P

. 221.15

4.9%

I.P

. 221.32

3.8%

I.P

. 221.47

-0.6%

I.P

. 221.45

3.2%

I.P

. 221.83

8.1%

I.P

. 222.10

3.7%2.1%-1.5%

AutoCAD SHX Text

375%%C RCP

AutoCAD SHX Text

WATER 300%%CSTEEL

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

TELSTRA 35%%CPVC

AutoCAD SHX Text

225%%C RCP

AutoCAD SHX Text

GAS 50%%CSTEEL

AutoCAD SHX Text

P

STN 3

RL 224.756

28 H

igh S

treet

30 H

igh S

treet

32-34 H

igh S

treet

36 H

igh S

treet

38 H

igh S

treet

40 H

igh S

treet

42 H

igh S

treet

48 H

igh S

treet

C

H 5

5.0

0

C

H 6

0.0

0

C

H 6

5.0

0

C

H 7

0.0

0

C

H 7

5.0

0

C

H 8

0.0

0

C

H 8

5.0

0

C

H 9

0.0

0

C

H 9

5.0

0

C

H 1

00

.0

0

C

H 1

05

.0

0

C

H 1

07

.7

3

300Ø RCP

300Ø RCP

6

5

4

Asphalt at Victoria Street and High

Street Corner to be replaced with

Bluestone pavers. Match edge of

designed footpath and existing

levels.

VIC

TO

RIA

S

TR

EE

T

Raise Telstra pit

50mm to match

Design Footpath

levels.


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:150

4

GENERAL LAYOUT AND LONG SECTION

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

LEGEND

Proposed: Tree, As directed

by CoGB Parks Unit

Bluestone Pavers


(COGB SD290)

Asphalt Footpath


(COGB SD290)

Tree Planter Soil

See Page 2 for Details

Removal: Tree

Concrete Kerb

B4 (COGB SD190)

Pavement Reinstatment

195mm Apshalt type H

100mm CL3 FCR

HIGH STREET

CHAINAGE

NS CL

R.L. 216.00

HIGH STREET FOOTPATH LONGITUDINAL SECTION CH 55.000 To 107.733

SCALES: H 1:150 V 1:100 (A3)

BACK OF

LIP OF KERB

BACK OF FOOTPATH

GRADES

FOOTPATH

LIP OF KERB

GRADES

LIP OF KERB

VERTICAL CURVES

Remove all four existing trees in

works area. Construct road pavement

in old tree locations as shown.

Linemark two 6.0m long parking

bays between each design tree

planter area as shown.

Bluestone pavers to match all

property entrances to remove steps.

Do not match at 34 & 48 High Street.

Re-locate parking sign to start

on new parking bay.

Re-locate parking sign to new

location.

Match pavers to 220mm

below top of step.

General Notes:

- Remove all existing parking linemarking.

- Remove seats, bins and bike rails and

reinstall to new footpath.

- Connect all storm water outlets into 300Ø

RCP.

Match Footpath

levels to Water

meter steel cover.

55.00

56.51

58.89

59.23

60.00

60.86

61.28

61.70

64.20

65.00

66.70

66.81

67.78

70.00

72.98

75.00

75.31

75.35

77.16

79.34

79.55

80.00

80.75

82.06

83.53

84.59

85.00

90.00

93.70

95.00

96.13

100.00

100.34

100.42

101.45

102.51

102.79

103.98

105.00

107.73

222.24

222.26

222.43

222.45

222.45

222.46

222.48

222.51

222.63

222.65

222.70

222.70

222.73

222.89

223.02

223.10

223.12

223.12

223.18

223.18

223.29

223.30

223.33

223.37

223.43

223.55

223.56

223.58

223.81

223.95

224.02

224.09

224.23

224.24

224.24

224.24

224.28

224.40

224.41

224.50

224.52

224.66

224.66

224.66

224.66

222.25

222.26

222.43

222.45

222.46

222.47

222.48

222.50

222.60

222.64

222.71

222.71

222.73

222.85

223.00

223.11

223.13

223.13

223.18

223.39

223.39

223.39

223.39

223.48

223.58

223.58

223.60

223.81

223.96

224.01

224.06

224.22

224.24

224.24

224.28

224.37

224.38

224.38

224.45

224.66

222.11

222.17

222.26

222.25

222.25

222.24

222.24

222.25

222.33

222.36

222.44

222.44

222.49

222.60

222.74

222.94

222.97

222.97

223.03

223.10

223.10

223.11

223.12

223.13

223.20

223.24

223.26

223.48

223.65

223.74

223.82

224.00

224.02

224.02

224.04

224.05

224.06

224.13

224.20

224.38

Crest C

h 74.86 R

L 222.26

Sag C

h 78.08 R

L 222.24

1.2%

I.P

. 222.26

6.8%

I.P

. 222.45

1.0%

I.P

. 222.47

4.1%

I.P

. 222.71

2.0%

I.P

. 222.73

5.3%

I.P

. 223.13

3.1%

I.P

. 223.18

9.4%

I.P

. 223.39

0.0%

I.P

. 223.39

6.9%

I.P

. 223.58

0.0%

I.P

. 223.58

4.2%

I.P

. 224.24

3.9%

I.P

. 224.28

9.1%

I.P

. 224.38

0.0%

I.P

. 224.38

7.6%

3.7%

I.P

. 222.26

-0.4%

I.P

. 222.24

2.4%

I.P

. 222.31

4.9%

5.0

I.P

. 222.74

7.1%

I.P

. 222.97

3.1%

I.P

. 223.10

0.8%

I.P

. 223.13

4.4%

I.P

. 223.65

5.2%

I.P

. 223.82

4.7%

I.P

. 224.02

1.1%

I.P

. 224.06

6.5%

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

WATER 300%%CSTEEL

AutoCAD SHX Text

TELSTRA 50%%CPVC

AutoCAD SHX Text

ELECTRICITY 100%%CPVC

AutoCAD SHX Text

P


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:300

5

CROSS SECTIONS

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

-9.75

-9.75

-7.21

-7.21

-7.21

-6.61

-6.61

-6.61

-6.01

-6.01

-6.01

-3.61

-3.61

-3.61

0.00

0.00

0.00

2.00

2.00

OFFSETS

220.95

220.86

220.83

220.80

220.79

220.94

220.94

NS

220.86

220.82

220.93

220.85

220.95

DES.

Ch 15.00

3.1

%-2

.7%

R.L. 219.50

RC

P C

L2

R

RJ 3

00

SCALES: H 1:150 V 1:50 (A3)

-9.88

-9.88

-4.84

-4.84

-4.84

-4.24

-4.24

-4.24

-3.64

-3.64

-3.64

0.00

0.00

0.00

2.00

2.00

221.22

221.05

221.03

221.13

221.18

221.19

221.04

221.02

221.08

221.27

Ch 25.00

-5%

R.L. 220.45

RC

P C

L2

R

RJ 3

00

-9.96

-9.96

-7.28

-7.28

-7.28

-6.68

-6.68

-6.68

-6.08

-6.08

-6.08

-3.68

-3.68

-3.68

0.00

0.00

0.00

2.00

2.00

221.53

221.38

221.36

221.34

221.35

221.52

221.56

221.38

221.36

221.46

221.38

221.59

Ch 35.00

3.4

%

-5

.7

%

R.L. 220.05

RC

P C

L2

R

RJ 3

00

-9.97

-9.97

-4.91

-4.91

-4.91

-4.31

-4.31

-4.31

-3.71

-3.71

-3.71

0.00

0.00

0.00

2.00

2.00

221.86

221.67

221.61

221.72

221.85

221.90

221.67

221.61

221.70

221.92

Ch 45.00

-5

.9

%

R.L. 221.05

RC

P C

L2

R

RJ 3

00

-9.90

-9.90

-7.32

-7.32

-7.32

-6.72

-6.72

-6.72

-6.10

-6.10

-6.10

-3.75

-3.75

-3.75

0.00

0.00

0.00

1.43

1.43

222.22

222.12

222.10

222.08

222.05

222.24

222.24

222.12

222.11

222.21

222.10

222.25

Ch 55.00

2%

4.6%

-3.9

%

R.L. 220.75

RC

P C

L2

R

RJ 3

00

-9.96

-9.96

-4.98

-4.98

-4.98

-4.38

-4.38

-4.38

-3.78

-3.78

-3.78

0.00

0.00

0.00

0.40

0.40

222.62

222.42

222.37

222.47

222.65

222.64

222.42

222.37

222.50

222.64

Ch 65.00

-3.6

%

R.L. 221.80

RC

P C

L2

R

RJ 3

00

-10.00

-10.00

-10.00

-10.00

-7.15

-7.15

-7.15

-6.42

-6.42

-6.42

-5.59

-5.59

-5.59

-3.81

-3.81

-3.81

0.00

0.00

0.00

223.03

223.03

222.96

222.94

222.93

223.00

223.10

222.96

222.94

223.01

222.92

223.11

Ch 75.00

2.2

%

5%

-5

.1

%

R.L. 221.55

RC

P C

L2

R

RJ 3

00

-10.00

-10.00

-10.00

-10.00

-5.05

-5.05

-5.05

-4.45

-4.45

-4.45

-3.85

-3.85

-3.85

0.00

0.00

0.00

223.45

223.45

223.28

223.26

223.35

223.58

223.28

223.26

223.36

223.60

Ch 85.00

-6

.1

%

R.L. 222.70

RC

P C

L2

R

RJ 3

00

-10.00

-10.00

-10.00

-10.00

-6.60

-6.60

-6.60

-5.75

-5.75

-5.75

-4.90

-4.90

-4.90

-3.88

-3.88

-3.88

0.00

0.00

0.00

223.88

223.88

223.76

223.73

223.72

223.80

224.02

223.76

223.74

223.81

223.81

224.01

Ch 95.00

2.1

%

0.6%

-5

.3

%

R.L. 222.45

RC

P C

L2

R

RJ 3

00

LEGEND

Asphalt

Concrete Kerb

Concrete Slab (under Kerb)

Mulch

Tree pit soil

Lightly Compacted structural soil

For Details on Cross Sections, depths of

materials and requirements, see Page 2.

CL3 FCR


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:300

6

DRAINAGE LONG SECTION

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

LEGEND

EXISTING PIPE TO REMAIN

DESIGN PIPE / PIT or ENDWALL

CoGB SD390 TRENCH BACKFILL (BEHIND KERB)

CoGB SD391 TRENCH BACKFILL (UNDER NEW ROAD)

CoGB SD392 TRENCH BACKFILL (UNDER EXISTING ROAD)

0.00

9.45

9.45

220.78

220.80

220.73

220.78

0.79

0.63

21

9.9

92

22

0.1

62

1:56 1.8%

300ØRCP CL2 RRJ

162

1 2

GP

900x600

GP

900x600

K =

0.21

DRAINAGE LONGITUDINAL SECTION

SCALES: HORIZONTAL 1:250 VERTICAL 1:50

CHAINAGE

DESIGN SURFACE

EXISTING SURFACE

DEPTH TO INVERT

INVERT LEVEL

DATUM RL 218.5

SLOPE/GRADE

PIPE DETAILS

HGL CAPACITY (L/s)

30.45

21.00

221.44

221.43

0.60

0.70

22

0.1

92

22

0.7

38

1:38 2.6%

300ØRCP CL2 RRJ

195

3

GP

900x600

K =

0.20

51.20

20.75

222.22

222.22

0.67

0.81

22

0.7

68

22

1.4

11

1:32 3.1%

300ØRCP CL2 RRJ

213

4

GP

900x600

K =

0.20

71.95

20.75

223.11

223.08

0.78

0.92

22

1.4

41

22

2.1

88

1:28 3.6%

300ØRCP CL2 RRJ

230

5

GP

900x600

K =

0.20

92.69

20.75

224.05

224.03

0.89

0.88

22

2.2

18

22

3.1

72

1:22 4.6%

300ØRCP CL2 RRJ

260

6

GP

900x600

K =

5.00

100mm slotted aggi pipe. Install at pit

invert and run "3.5m" towards tree as

per pg 3. 50mm fall from pit to tree.

Pit Schedule - High Street Drainage

Pit N

o.

Pit T

ype

Standard

Draw

ing

Pit W

idth

Pit Length

Outlet D

iam

eter

Outlet Invert R

L

Inlet D

iam

eter

Inlet Invert R

L

Pit D

epth

Pit Lid Level

(mm) (mm) (mm) (m) (mm) (m) (m) (m)

1 COGB-Grated Pits COGB SD590-A-D-L-T 600 900 375 219.992 0.793 220.785

2 COGB-Grated Pits COGB SD590-A-D-L-U 600 900 375 220.056 375 220.086 0.740 220.796




6 COGB-Grated Pits COGB SD590-A-D-L-U 600 900 300 223.180 0.631 223.811

224.391

220.019

STATION DATA

Point #

901

902

903

904

905

Description

STN 1

STN 2

STN 3

PSM 900

PSM 920

Easting

254666.849

254613.469

254699.084

254716.530

254633.982

Northing

5932860.797

5932881.348

5932816.286

5932841.101

5932903.486

Level

222.529

220.551

224.756

224.391

220.019

Pavement Reinstatement:

- 195mm Deep lift Asphalt

- 100mm CL3 FCR

Concrete Kerb:

- B4 Style as per COGB SD190.

- Bedding to be as per IDM

SD130 unless using Concrete

Beam as per Page 2 Notes.

Bluestone Pavers:

- See COGB SD290 for details.

Kerb, Pavement and Bluestone Pavers Detail

Scale: 1:20


Survey

Scale:

Approved by

Design

Checked

GB4707

HIGH STREET

EAGLEHAWK

FOOTPATH UPGRADE

H. WHYTOCK

B. JANSSEN

A. SMITH

N. SARTORI

29/07/20

28/08/20

1:300

7

SETOUT

Revision :

File :


DRAFT 5

PRELIMINARY DESIGN

Plot Date:

BAYLEYPlotted By:

29/07/2020

Sheet: Reference:

OF 7

-/-/20

-/-/20

A

GB4707.dwg

A3

AMENDMENTS


- - - -

Seperate concrete kerb and Bluestone

Paving with an expansion joint as per

COGB SD290.

plan sheets 1-x

Documents