BLUCHER STREET

AP

SL

EY

S

TR

EE

T

25-33 BLUCHER STREET

32 BLUCHER STREET38 BLUCHER STREET

Toilet

Block

Bus

Shelter

POST OFFICE

SM1

SM1

CITY OF GREATER BENDIGO

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

J.BENIPAL

A.SMITH

N. SARTORI

MAY 19

MAY 19

-

Revision :

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

OF 6

A

GB4535.dwg

A3

- - - -

BLUCHER STREET, STRATHFIELDSAYE

ZEBRA CROSSING

GB4535

MARCH 2020

PROJECT EXTENTS

DOCUMENT CONTROL

SH

EE

T

No

.

SH

EE

T

DE

SC

.

11/03/2020

xx/xx/xx

xx/xx/xx

DRAFT TENDER CONSTRUCTION

REVISION ISSUE ISSUE

1 COVER SHEET A

2 GENERAL NOTES A

3 PLAN A

4 DRIVEWAY PLAN A

5 CROSS SECTION A

6 SETOUT N/A

Scale:

1

Survey

Approved by

Design

Checked

COVER SHEET

File :

Original sheet size:

Sheet: Reference:

PROJECT PLANNING REQUIREMENTS

Required

- -

Planning Permit

No

No

Yes

No

No

No

No

MOA required

Contact arborist prior to works beginning

Comments

-

-

-

-

CMA

RRV

Vegetation

Item

Land Acquisition

CHMP

Other

-

-

-

-

-

-

Contractor

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

J.BENIPAL

A.SMITH

N. SARTORI

MAY 19

MAY 19

-

2

GENERAL NOTES

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

Sheet: Reference:

OF 6

A

GB4535.dwg

A3

- - - -

TYPICAL RESIDENTIAL FOOTPATH SECTION

FOOTPATH CONSTRUCTION NOTES

- Footpath to be constructed to IDM SD205 unless noted otherwise.

- An IDM SD210 expansion joint is to be constructed at any joins with existing footpath/driveways or bridges or where noted.

- IDM SD210 Expansion joints along any new sections of footpath are to be at a maximum separation of 14m centres as

per IDM SD205.

- Tool joints are to be at 1.5m centres for 1.5m wide footpath, and 2.5m centres for 2.5m wide footpath, and are to be

constructed as per IDM SD210 unless noted otherwise

- Batter work and associated top soiling is to be limited to 2.0m from design edge of the footpath. This width cannot be altered

without consent from the superintendent.

- Plant and equipment is to be kept within the finished works area to avoid unnecessary damage to nature strips.

- Pedestrian crossings are to be as per IDM SD200

- All TGSIs are to be black fibre reinforced resin polymer, cast in place in accordance with AS1428 unless noted otherwise or by

direction from the Superintendent

- Any residential mailboxes found to be in conflict with councils proposed assets (within the road reserve) shall be relocated to a

position within the property in consultation with the resident. Should the mailbox be a brick or concrete structure, the mailbox

shall be demolished, and consultation with the Superintendent shall be sought prior to reconstruction of a similar structure within

the property.

- Once the works are completed, contractor must undertake a site walk with the superintendant to identify any hazards or level

differences with the works area. Once the site walk is complete, the area may be opened to public use.

- All fill material is to be clean clay based soil, free of vegetative matter, and is to be approved by the superintendent prior to use

- All earthworks are to be in accordance with VicRoads Specification Section 204.

NOTES ON SERVICE AUTHORITY ASSETS WITHIN THE WORKS AREA

SERVICE AUTHORITY UNDERGROUND INFRASTRUCTURE

- The location of underground services has been derived from available information, and shown on the plans. However

accuracy can not be guaranteed. All existing service information should therefore be treated as indicative only, and exact

service locations must be arranged onsite prior to commencement of any excavation. The contractor will be held responsible

for any damage cause to underground services.

PIT LIDS and VALVE COVER LEVELS and LOCATION

- All service pits lids or valve covers within the works area are to be raised or lowered to match design surface level unless

noted otherwise on the construction plans, or by approval from the superintendent.

- Any service authority marker posts found within the works area are to be relocated adjacent to their current position to a point

150mm offset from the nearest property boundary

SERVICE AUTHORITY ASSET RENEWAL

- Any sewer pit covers and or water valve covers within the works are to be renewed to Coliban Water Standards unless noted

otherwise

- PSM covers are to be renewed to CoGB standards using a 300x300mm galvanised steel checker plate flat cover

- All other valve covers or pits within the works area are not to be renewed unless noted otherwise on the construction plans, or

by agreement with the superintendent.

1.50m

2.5% cross fall

Design Footpath

Construct new concrete footpath as

per design plans

Setout provided to

Back of footpath

Varies

Naturestrip Rehabilitation

Reinstate1.00m width of naturestrip

as per design plans

Varies

Naturestrip Rehabilitation

Reinstate 1.00m width of

naturestrip as per design plans

TYPICAL FOOTPATH DETAILS AT DRIVEWAY CROSSINGS

New Driveway to be Constructed

1. Footpath to be poured as continuous slab

2. New concrete or asphalt driveway to be constructed only where indicated on the

Construction plans

3. New Concrete Dwy - 125mm thick 25MPa concrete slab

Central SL72

50mm CL3 FCR compacted to 90%MMDD

IDM SD210 Expansion joint at back of layback

IDM SD210 Expansion joint adjacent footpath

IDM SD210 Expansion joint adjacent existing conc dwy

4. Asphalt Dwy - 40mm type L (7mm stone)

150mm CL3 FCR compacted to 96%MMDD

Timber edging (or reinstate existing owners edging as

required by agreement with CoGB superintendent)

5. Driveway to span to edge of property boundary unless noted otherwise

Footpath through existing Conc. or Asph. Dwy

1. Sawcut

Existing Conc dwy - Sawcut 1.5 m wide to allow new creamstone conc. FP to be constructed

Existing Asph dwy - Sawcut 2.1 m wide to allow 1.5m conc. FP to be constructed

300mm width of 40mm depth Type L asphalt on 150mm CL3 FCR compacted to 96%MMDD each side of

footpath to ensure smooth transition from dwy to footpath to dwy

2. Concrete footpath to be poured as continuous slab

3. Footpath to match existing driveway levels unless Construction plans note otherwise

4. Exsiting Conc Dwys are to have an IDM SD210 Expansion joint installed between the existing driveway and the

new footpath on both sides

Match footpath to existing Conc dwy

1. Footpath to match levels of existing driveway edges

2. IDM SD210 expansion joint to be installed where footpath

matches into existing concrete driveway

Where roll out turf Grass is shown for

naturestrip reinstatement, place 1.5m

width of:

- 50mm thick Kykuyu Grass turf sod

- 75mm thick layer of approved topsoil

IDM SD210

Expansion joint

both sides

IDM SD210

Expansion joint

both sides

IDM SD210

Expansion joint

both sides

IDM SD210

Expansion joint

SETOUT points

provided to back

of footpath

SETOUT points

provided to back

of footpath

1.5

m

New driveway

Existing made dwy Existing made dwy

Footpath through driveways that are not Concrete or Asphalt

1. Footpath to be poured as continuous slab, to the setout provided

2. To reinstate driveway, place and compact an area of material that matches the existing driveway material (eg

white pebbles, brick paving, crusher dust, etc).

- The width of the material to be placed is to match the width of the existing driveway material

- The depth of the driveway material is to be 125mm. Any extra filling required to match the level of

the footpath is to be done with approved clean material which is to be compacted to 95%SMDD

- Where there is no material (eg earth), Class 3 FCR shall be used.

3. The new driveway material shall extend to a minimum length of 0.3m away from the footpath on both sides of

the new footpath.

- If 0.3m is not adequate length to create a smooth vertical transition for vehicles traversing the

driveway, the length of new driveway material shall be increased to a maximum of 2.0m.

- If the transition length of new material enters private property, approval must be sought from the

property owner prior to installation.

- If a transition length greater than 2.0m is required, approval must be sought from the

Superintendent

Existing unmade dwy

Existing kerb

Proposed footpath

Where seeded grass is shown for

naturestrip reinstatement, place 1.5m

width of:

- 100mm depth of loamy sand topsoil

- Rake CoGB blend grass seed into

finished surface

Where crushed rock is shown for

naturestrip reinstatement, place 1.5m

width of:

- 100mm depth of CL3 FCR

compacted to 95%MSDD

Where concrete is shown for reinstatement of naturestrip

between the back of footpath and fenceline, Install:

- 50mm depth of CL3 FCR bedding

- 125mm depth of 25MPa concrete

NOTES:

1. Refer to AS. 2876-2000 Concrete Kerbs and Channels for

specific requirements

2. Refer to Austroads Guide to Road Design Part 3: Geometric Design for the recommended use of

Kerb and Channel

3. Concrete shall be N25 Standard strength grade complying with the requirements of AS. 1379. Refer

to VicRoads standard specification 703 for requirements of concrete to be used in extrusion

machines.

4. Bedding to be compacted Class 3 F.C.R. supplied by the contractor unless otherwise directed. (

Refer IDM SD110). Minimum thickness 75mm or extension of road pavement layers, which ever is

greater (Including stabilised layers)

5. Concrete to be smooth trowel finish on tray and kerb

6. Construction joints located - 2500mm Maximum spacing

- 75mm Minimum depth

B4 KERBING (600mm Barrier kerb)

450 40 110

15

0

30

0

600

15

0

45

Face of kerb

2

5

R

2

5

R

25x25mm

Chamfer

All set out taken to back of kerb unless

otherwise specified

150

10

0

100mm Min compacted depth

"CLASS 3" (Min) FCR bedding

Pedestrian Crossing sign(R3-1B)

IMPORTANT!

The location of underground services have been derived from

available information, however accuracy cannot be guaranteed.

All existing service information should therefore be treated as

indicative only, and service locations must be arranged prior to

commencement of any excavation. The contractor will be held

responsible for any damage caused to underground services.

B4 KERBING (600mm Barrier kerb)

BLUCHER STREET

STN 6

RL 200.915

12.50

12.49

Toilet

Block

Bus

Shelter

C

H 0

.0

0

C

H 2

0.0

0

C

H 5

.0

0

C

H 1

0.0

0

C

H 1

5.0

0

C

H 2

5.0

0

C

H 3

0.0

0

C

H 3

5.0

0

3.00

2.84

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

A. SMITH

L. OLIVER

N. SARTORI

01/05/2019

03/01/2020

30/01/2020

1:100

3PLAN

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

Sheet: Reference:

OF 6

A

GB4535.dwg

A3

- - - -

LEGEND

Match to existing

concrete footpath

Match new concrete

footpath to existing paved

footpath

Transition & Match to

existing kerb

Construct 3m wide Pedestrian

Layback as per COGB SD192

Construct 3m wide Pedestrian

Layback as per COGB SD192

Lower and replace

concrete pit lid with a

Class C Fibre polymer

lid to match new

concrete footpath level

Apply 1m mulch

treatment

Apply 1m naturestrip

treatment

Transition & Match to

existing kerb

Lower and replace concrete pit

lid with a Class C Fibre Polymer

cover to match new concrete

surface level

Remark Bus stop bay

Remove old Bus stop

linemarking

Install 7.4m pedestrian

fence as per existing fence

Extend existing

pedestrian fence, using

similar fence, by 4.4m

Concrete gap to create

retaining wall (see CH

10.0 cross-section)

Install two "Pedestrian

Crossing" R3-1B signs back

to back on light pole

Install 100W LED floodlight

on 8.5m pole with 3.0m

outreach, lamp mounting

height 10.0m. Light to

comply with AS1158

Concrete gap as per COGB SD205

Match new concrete

footpath to back of existing

kerb at 2.5% crossfall

Install two "Pedestrian

Crossing" R3-1B signs back

to back

Install warning TGSI

(1200mmX600mm)

Install directional TGSI

across Footpath

(600mm wide)

Install directional TGSI across

through Footpath (600mm wide)

Install and connect 63mm

electricity conduit to existing

electricity meter

Install 63mm electricity conduit

Replace two existing

damaged concrete

footpath slabs

Naturestrip

75mm Topsoil and seed

Concrete Footpath

IDM SD205

Kerb

- COGB SD192 (Layback)

- COGB SD190 (B4 Kerb)

150mm thick Concrete

Retaining wall

Varying heights between 0 -

300mm

Mulch

50mm

DESIGN CONTOURS

- Levels to AHD (0.05m interval)

EXISTING CONTOURS

- Levels to AHD (0.05m interval)

Transition from B4

to SM2 kerb

Transition & Match to

existing kerb

Replace with a Class

C Fibre polymer lid

Road Pavement - Kerb

40mm Type N Asphalt

150mm Type SI Asphalt

Road Pavement - Carpark

40mm Type N Asphalt

155mm Class 1 FCR

100mm Class 3 FCR

Relocate bin

to here

Remove water meter box and

lower water meter.

Install new cover over water

meter flush with footpath.

STN 5

RL 201.043

AP

SL

EY

S

TR

EE

T

25-33 BLUCHER STREET

STN 7

RL 201.298

Toilet

Block

POST OFFICE

SM1

SM1

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

J.BENIPAL

A.SMITH

N. SARTORI

MAY 19

MAY 19

1:100

4

DRIVEWAY PLAN

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

Sheet: Reference:

OF 6

A

GB4535.dwg

A3

- - - -

Revision

LEGEND

Naturestrip

75mm Topsoil and seed

Concrete Footpath

IDM SD205

Kerb

- COGB SD192 (Layback)

- COGB SD190 (B4 Kerb)

Road Pavement - Kerb

40mm Type N Asphalt

150mm Type SI Asphalt

150mm thick Concrete

Retaining wall

Varying heights between 0 -

300mm

Mulch

50mm

DESIGN CONTOURS

- Levels to AHD (0.05m interval)

EXISTING CONTOURS

- Levels to AHD (0.05m interval)

Construct 300mm

wide concrete

plinth between

property line and

layback

Power for light

not located

Remove stump

Relocate bus flag

and install TGSI's

Remark parking

bays, including

accessible bay to

AS2890.6

Relocate parking

sign 2m to north

Replace Layback

with B4 kerb

Transition from 300mm

wide concrete plinth to SM1

over 1.0m length inside

property line

Road Pavement - Carpark

40mm Type N Asphalt

155mm Class 1 FCR

100mm Class 3 FCR

Relocate bus flag

and install TGSI's

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

J.BENIPAL

A.SMITH

N. SARTORI

MAY 19

MAY 19

5

CROSS SECTIONS

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

Sheet: Reference:

OF 6

A

GB4535.dwg

A3

- - - -

-5.00

-5.00

0.00

0.00

0.00

0.33

0.33

0.33

1.11

1.11

1.11

5.00

5.00

OFFSETS

201.51

201.21

201.08

201.12

201.21

NS

201.21

201.21

201.13

DES.

Ch 0.00

2.5

%

2.6

%

R.L. 200.55

Footpath-North

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

-5.00

-5.00

0.00

0.00

0.00

2.64

2.64

2.64

3.24

3.24

3.24

5.00

5.00

201.55

201.19

201.15

201.17

201.20

201.25

201.25

201.17

Ch 5.00

2.5

%

0.1%

R.L. 200.60

-5.00

-5.00

0.00

0.00

0.00

1.93

1.93

1.93

3.23

3.23

3.23

5.00

5.00

201.54

201.18

201.12

201.16

201.18

201.27

201.22

201.16

Ch 7.50

1.9%

2.5

%

-2.4

%

R.L. 200.60

-5.00

-5.00

0.00

0.00

0.00

1.93

1.93

1.93

3.23

3.23

3.23

5.00

5.00

201.61

201.16

201.10

201.14

201.17

201.25

201.21

201.15

Ch 10.00

1.7%

2.5

%

-2.2

%

3%

R.L. 200.60

-5.00

-5.00

0.00

0.00

0.00

0.69

0.69

0.69

1.48

1.48

1.48

5.00

5.00

201.54

201.13

201.03

201.06

201.15

201.18

201.13

201.06

Ch 12.50

2.2

%

2.5

%

3.8

%

R.L. 200.50

-5.00

-5.00

0.00

0.00

0.00

5.00

5.00

201.52

201.12

201.14

201.12

Ch 15.00

2%

2.5

%

R.L. 200.45

-5.00

-5.00

-1.40

-1.40

-1.40

0.00

0.00

0.00

5.00

5.00

201.53

201.19

201.10

201.11

201.14

201.10

Ch 20.00

2.5

%

R.L. 200.60

-5.00

-5.00

-1.40

-1.40

-1.40

0.00

0.00

0.00

5.00

5.00

201.59

201.28

201.07

201.07

201.10

201.07

Ch 25.00

2.5

%

R.L. 200.55

-5.00

-5.00

-3.50

-3.50

-3.50

-2.30

-2.30

-2.30

0.00

0.00

0.00

5.00

5.00

201.44

201.36

201.28

201.04

201.04

201.36

201.10

201.04

Ch 30.00

1

i

n

4

.

6

2.5

%

R.L. 200.55

-5.00

-5.00

-1.50

-1.50

-1.50

0.00

0.00

0.00

0.10

0.10

0.10

0.15

0.15

0.15

0.60

0.60

0.60

1.20

1.20

1.20

5.00

5.00

201.22

201.05

200.91

200.88

200.87

200.92

200.94

201.02

201.06

201.02

201.02

200.87

200.92

200.94

Ch 35.00

2.5

%

R.L. 200.35

-5.00

-5.00

-2.30

-2.30

-2.30

0.00

0.00

0.00

0.10

0.10

0.10

0.15

0.15

0.15

0.60

0.60

0.60

1.20

1.20

1.20

5.00

5.00

201.19

201.06

200.88

200.85

200.84

200.88

200.90

200.99

201.05

200.99

200.99

200.84

200.88

200.90

Ch 40.00

2.5

%

R.L. 200.30

STATION DATA

Point #

901

902

903

904

905

906

907

Description

STN 1

STN 2

STN 3

STN 4

STN 5

STN 6

STN 7

Easting

264344.457

264083.864

264079.467

264313.837

264333.774

264350.944

264328.423

Northing

5923330.214

5923365.053

5923337.668

5923333.544

5923436.247

5923392.874

5923420.621

Level

200.937

203.433

203.909

201.937

201.043

200.915

201.298

CITY OF GREATER BENDIGO

Survey

Scale:

Approved by

Design

Checked

GB4535

BLUCHER STREET

STRATHFIELDSAYE

PEDESTRIAN CROSSING

H.WHYTOCK

J.BENIPAL

A.SMITH

N. SARTORI

MAY 19

MAY 19

6

SETOUT

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

Plot Date:

ANDREW SMITHPlotted By:

11/03/2020

Sheet: Reference:

OF 6

A

GB4535.dwg

A3

- - - -