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CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4299A

GARSED STREET

BENDIGO

FOOTPATH

H. WHYTOCK

M. JENNINGS

A. SMITH

N. SARTORI

APR '18

JUN '19

-

1

COVER SHEET

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 1PRELIMINARY DESIGN

Plot Date:

MEGAN JENNINGSPlotted By:

25/09/2019

Sheet: Reference:

OF 7

-/-/16

-/-/16

A

GB4299A.dwg

A3

- - - -

LOCALITY MAP

GARSED STREET, BENDIGO

GB4299A

FOOTPATH

SEPTEMBER 2019

PROJECT EXTENTS

WILLS STREET

GARSED STREET

MIT

CH

ELL S

TR

EE

T

ED

WA

RD

S S

TR

EE

T

DOCUMENT CONTROL

SH

EE

T

No.

SH

EE

T

DE

SC

.

25

/0

9/1

9

xx/xx/xx

xx/xx/xx

DRAFT TENDER CONSTRUCTION

REVISION REVISION REVISION

1 COVER SHEET A

2 GENERAL NOTES & TYPICAL DETAILS A

3 DETAIL PLAN AND LONG SECTION A

4 DETAIL PLAN AND LONG SECTION A

5 CROSS SECTIONS A

6 SETOUT

7 SETOUT

75mm

thick

mulch

1.2

00

0.8

25

0.075

0.5

00

0.925

0.1

00

1.500

Rootball

Tree pit soil as

specified

4 No. hardwood stakes free from

knots splinters and cracks, all timber

painted with 2 coats black exterior paint

15mm galvanized staple or

approved fixing for 4 No. 50mm

black nylon ties fitted slack

100Ltr Tree set plumb and level

4 No. 70x30 treated pine cross

supports, fixed with galvanised screws

Top of rootball to be 20mm lower than

finished grade

Lightly Compacted

structural soil. As

specified

PVC Waterproof

membrane

600mm diameter water collar

100mm Class 3 FCR bedding

Blue stone paving

Shape pit throat to 100mm pipe

100Ltr Pyrus Calleryana (Callery

Pear)

0.0

75

0.1

50

0.1

95

B4 kerb

100mm PVC pipe at 1:50

with geotextile covering at

exit

Shape pit throat with concrete to

100mm pipe

100mm PVC pipe at 1:50

Lightly Compacted

structural soil

Lintel - CoGB SD 590G

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

2

GENERAL NOTES AND TYPICAL DETAILS

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 1PRELIMINARY DESIGN

Plot Date:

MEGAN JENNINGSPlotted By:

25/09/2019

Sheet: Reference:

OF 7

-/-/16

-/-/16

A

GB4299A.dwg

A3

- - - -

GB4299A

GARSED STREET

BENDIGO

FOOTPATH

H. WHYTOCK

M. JENNINGS

A. SMITH

N. SARTORI

APR '18

JUN '19

-

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 SD205 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 14m centres as per SD205.

5. Tool joints are to be at 1.2m centres and constructed to SD210 unless noted

otherwise.

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.

PSM 691

RL 223.299

STN GI NAIL

RL 223.174

C

H 0.00

C

H 20.00

C

H 40.00

C

H 60.00

C

H 80.00

C

H 10.00

C

H 30.00

C

H 50.00

C

H 70.00

C

H 90.00

M

G

A

N

O

R

T

H

Construct asphalt

driveway

Remove existing street

trees. To be replaced by

Pyrus Calleryana in

WSUD tree pits (pg 2).

Plant street trees in

WSUD stormwater tree

pits - Pit details pg 2

Construct Bluestone

Banded Footpath -

COGB SD290

GARSED STREET

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

3

DETAIL PLAN AND LONG SECTION

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 1PRELIMINARY DESIGN

Plot Date:

MEGAN JENNINGSPlotted By:

25/09/2019

Sheet: Reference:

OF 7

-/-/16

-/-/16

A

GB4299A.dwg

A3

- - - -

GB4299A

GARSED STREET

BENDIGO

FOOTPATH

H. WHYTOCK

M. JENNINGS

A. SMITH

N. SARTORI

APR '18

JUN '19

1:250

Light pole to be

relocated to outside 18

Garsed St. To be

organised with

Powercor and paid for

by developer.

Replace AC Telstra pit

Match Path to

doorway levels

Design Alignment

300mm offset from

Building line.

ED

WA

RD

S

TR

EE

T

BLUESTONE EDGING

(Refer: Details pg 2)

ASPHALT DRIVEWAYS

(Refer: Details pg 2)

TREE INFILLS:

(Refer: Details pg 2)

NEW TREE

TREE REMOVALS

ASPHALT INFILL:

(Refer: Details pg 2)

B4 CONCRETE KERB

(Refer: CoGB SD190)

LEGEND

Relocate sign outside

of driveway.

Relocate sign

Construct asphalt

driveway and concrete

layback to COGB

SD191

Remove existing

concrete layback and

reinstate B1 kerb to

COGB SD190

Linemark new parking

bays (after development

is complete)

20 GARSED STREET

24 GARSED STREET26 GARSED STREET

30 GARSED STREET

32 GARSED STREET

RSD CHARTERED ACCOUNTANTS

TYREPLUS

Renew Telstra pit lid -

adjust surround to

match new surface.

Adjust Telstra pit to

match new surface.

Adjust Telstra pit to

match new surface.

0.00

5.00

10.00

16.92

20.00

27.85

30.00

35.14

40.00

50.00

50.10

60.00

70.00

80.00

90.00

CHAINAGE

223.43

223.43

223.45

223.46

223.45

223.46

223.52

223.54

223.58

223.57

223.54

223.55

223.56

223.60

223.68

223.72

NS CL

223.43

223.45

223.45

223.44

223.46

223.52

223.54

223.58

223.57

223.55

223.55

223.59

223.63

223.68

223.72

DES CL

Crest C

h 5.000 R

L 223.452

Sag C

h 16.919 R

L 223.436

Crest C

h 35.140 R

L 223.578

Sag C

h 50.101 R

L 223.546

R.L. 218.00

I.P

. 223.433

0.39%

I.P

. 223.452

-0.13%

I.P

. 223.436

0.80%

I.P

. 223.524

0.73%

I.P

. 223.578

-0.21%

I.P

. 223.546

0.45%

I.P

. 223.724

0.25%

GARSED STREET LONGITUDINAL SECTION CH 0.000 To 90.000

SCALES: H 1:250 V 1:100 (A3)

PSM 692

RL 223.365

C

H 100.00

C

H 120.00

C

H 140.00

C

H 160.00

C

H 173.47

C

H 90.00

C

H 110.00

C

H 130.00

C

H 150.00

C

H 170.00

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

4

DETAIL PLAN AND LONG SECTION

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 1PRELIMINARY DESIGN

Plot Date:

MEGAN JENNINGSPlotted By:

25/09/2019

Sheet: Reference:

OF 7

-/-/16

-/-/16

A

GB4299A.dwg

A3

- - - -

GB4299A

GARSED STREET

BENDIGO

FOOTPATH

H. WHYTOCK

M. JENNINGS

A. SMITH

N. SARTORI

APR '18

JUN '19

1:250

M

G

A

N

O

R

T

H

Construct asphalt

driveway

Plant street trees in

WSUD stormwater tree

pits - Pit details pg 2

Construct Bluestone

Banded Footpath -

COGB SD290

GARSED STREET

MIT

CH

ELL S

TR

EE

T

BLUESTONE EDGING

(Refer: Details pg 2)

ASPHALT DRIVEWAYS

(Refer: Details pg 2)

TREE INFILLS:

(Refer: Details pg 2)

NEW TREE

TREE REMOVALS

ASPHALT INFILL:

(Refer: Details pg 2)

B4 CONCRETE KERB

(Refer: CoGB SD190)

LEGEND

Construct asphalt

driveway

Black out 1

existing carpark

in front of new

driveway

112-114 MITCHELL STREET

8 GARSED STREET

10 GARSED STREET11-15 WILLS STREET

18 GARSED STREET

FIRST STATE SUPER

CENTRE COM

Match to existing

Telstra pit

Replace Telstra

pits to new path

levels

Renew Telstra pit lids

- adjust surrounds to

match new surface.

Renew Telstra pit lid -

adjust surround to

match new surface.

90.00

100.00

102.46

105.34

110.00

111.67

120.00

129.22

130.00

134.78

140.00

143.80

150.00

155.50

159.14

160.00

170.00

173.47

CHAINAGE

223.72

223.77

223.76

223.75

223.78

223.75

223.74

223.74

223.78

223.82

223.83

223.81

223.77

223.81

223.81

223.82

223.78

223.75

223.75

NS CL

223.72

223.75

223.76

223.75

223.75

223.75

223.73

223.70

223.72

223.82

223.81

223.81

223.77

223.81

223.81

223.81

223.77

223.75

DES CL

Crest C

h 102.462 R

L 223.755

Sag C

h 105.340 R

L 223.747

Crest C

h 111.669 R

L 223.753

Sag C

h 129.218 R

L 223.700

Crest C

h 134.781 R

L 223.818

Sag C

h 150.000 R

L 223.774

Crest C

h 155.496 R

L 223.813

R.L. 218.50

0.45%

I.P

. 223.724

0.25%

I.P

. 223.755

-0.30%

I.P

. 223.747

0.10%

I.P

. 223.753

-0.30%

I.P

. 223.700

2.11%

I.P

. 223.818

-0.06%

I.P

. 223.812

-0.62%

I.P

. 223.774

0.72%

I.P

. 223.813

0.00%

I.P

. 223.813

-0.43%

GARSED STREET LONGITUDINAL SECTION CH 90.000 To 173.469

SCALES: H 1:250 V 1:100 (A3)

Remove existing street

trees. To be replaced by

Pyrus Calleryana in

WSUD tree pits (pg 2).

Match path to

Telstra man hole

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

5

CROSS SECTIONS

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 1PRELIMINARY DESIGN

Plot Date:

MEGAN JENNINGSPlotted By:

25/09/2019

Sheet: Reference:

OF 7

-/-/16

-/-/16

A

GB4299A.dwg

A3

- - - -

GB4299A

GARSED STREET

BENDIGO

FOOTPATH

H. WHYTOCK

M. JENNINGS

A. SMITH

N. SARTORI

APR '18

JUN '19

-

-0.30

-0.26

-0.26

0.00

0.00

0.00

2.50

2.50

2.50

5.00

5.00

OFFSETS

223.45

223.43

223.26

223.12

NS

223.44

223.43

223.33

DES.

Ch 0.00

-4%

R.L. 222.45

GARSED STREET CROSS SECTIONS

SCALES: H 1:250 V 1:100 (A3)

-0.31

-0.31

-0.30

-0.30

-0.30

0.00

0.00

0.00

2.50

2.50

2.50

4.17

4.17

223.48

223.48

223.46

223.34

223.14

223.45

223.45

223.35

Ch 10.00

-4%

R.L. 222.55

-0.39

-0.39

-0.30

-0.30

-0.30

0.00

0.00

0.00

2.50

2.50

2.50

4.13

4.13

223.46

223.46

223.46

223.31

223.19

223.47

223.46

223.36

Ch 20.00

-4%

R.L. 222.50

-0.30

-0.17

-0.17

0.00

0.00

0.00

2.50

2.50

2.50

4.15

4.15

223.55

223.54

223.41

223.22

223.55

223.54

223.44

Ch 30.00

-4%

R.L. 222.60

-0.30

-0.27

-0.27

0.00

0.00

0.00

2.50

2.50

2.50

4.18

4.18

223.58

223.57

223.47

223.25

223.57

223.57

223.47

Ch 40.00

-4%

R.L. 222.65

-0.30

-0.18

-0.18

0.00

0.00

0.00

4.17

4.17

223.55

223.54

223.32

223.55

223.55

Ch 50.00

-4.8

%

R.L. 222.65

-0.30

-0.07

-0.07

0.00

0.00

0.00

4.19

4.19

223.57

223.56

223.36

223.60

223.59

Ch 60.00

-3.4

%

R.L. 222.75

-0.30

-0.22

-0.22

0.00

0.00

0.00

4.22

4.22

223.60

223.60

223.43

223.64

223.63

Ch 70.00

-2.8

%

R.L. 222.80

-0.30

-0.12

-0.12

0.00

0.00

0.00

4.24

4.24

223.68

223.68

223.46

223.69

223.68

Ch 80.00

-3.1

%

R.L. 222.85

-0.30

-0.16

-0.16

0.00

0.00

0.00

4.26

4.26

223.73

223.72

223.50

223.73

223.72

Ch 90.00

-3.3

%

R.L. 222.90

-0.30

-0.19

-0.19

0.00

0.00

0.00

4.27

4.27

223.78

223.77

223.53

223.76

223.75

Ch 100.00

-3.1

%

R.L. 222.90

-0.34

-0.34

-0.30

-0.30

-0.30

0.00

0.00

0.00

4.30

4.30

223.79

223.79

223.78

223.56

223.76

223.75

Ch 110.00

-2.2%

R.L. 222.95

-0.33

-0.33

-0.30

-0.30

-0.30

0.00

0.00

0.00

4.29

4.29

223.75

223.75

223.74

223.54

223.74

223.73

Ch 120.00

-2.2%

R.L. 222.95

-0.30

-0.27

-0.27

0.00

0.00

0.00

4.31

4.31

223.79

223.78

223.52

223.72

223.72

Ch 130.00

-4.5

%

R.L. 222.85

-0.30

-0.28

-0.28

0.00

0.00

0.00

4.31

4.31

223.84

223.83

223.55

223.82

223.81

Ch 140.00

-4.3

%

R.L. 222.95

-0.30

-0.30

-0.30

-0.30

-0.30

0.00

0.00

0.00

4.31

4.31

223.78

223.78

223.77

223.62

223.78

223.77

Ch 150.00

-3.6

%

R.L. 222.95

-0.31

-0.31

-0.30

-0.30

-0.30

0.00

0.00

0.00

4.32

4.32

223.83

223.83

223.82

223.64

223.82

223.81

Ch 160.00

-1.7%

R.L. 223.05

-0.30

-0.28

-0.28

0.00

0.00

0.00

4.30

4.30

223.79

223.78

223.61

223.77

223.77

Ch 170.00

-1.5%

R.L. 223.00

LEGEND

Asphalt/bluestone

banding treatment

Base for banding

treatment per SD290