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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 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
OF 6
A
GB4535.dwg
A3
- - - -
BLUCHER STREET, STRATHFIELDSAYE
GB4535
FOOTPATH
DECEMBER 2019
PROJECT EXTENTS
DOCUMENT CONTROL
SH
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No
.
SH
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T
DE
SC
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03/01/2020
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
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Original sheet size:
Sheet: Reference:
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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 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
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
12.50
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
J.BENIPAL
A.SMITH
N. SARTORI
MAY 19
MAY 19
1:100
3PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
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
Upgrade JP to a SEP.
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
Remark Bus stop bay
Match to existing B4 kerb
Remove old Bus stop
linemarking
Remove old Bus stop
linemarking
Remove parking bay
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 LED
floodlight & pole
Install LED floodlight
pole
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 on light pole
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)
Relocate bus flag
and install TGSI's
Transition from B4
to SM2 kerb
Transition & Match to
existing kerb
Install SEP over pipe 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
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 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
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
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 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
Sheet: Reference:
OF 6
A
GB4535.dwg
A3
- - - -
-5.00
-5.00
-1.33
-1.33
-1.33
0.00
0.00
0.00
5.00
5.00
OFFSETS
201.51
201.32
201.21
201.21
NS
201.25
201.21
DES.
Ch 0.00
2.5
%
R.L. 200.70
CROSS SECTIONS
SCALES: H 1:150 V 1:50 (A3)
-5.00
-5.00
-1.33
-1.33
-1.33
0.00
0.00
0.00
5.00
5.00
201.55
201.30
201.19
201.20
201.22
201.19
Ch 5.00
2.5
%
R.L. 200.70
-5.00
-5.00
0.00
0.00
0.00
0.01
0.01
0.01
0.61
0.61
0.61
5.00
5.00
201.54
201.18
201.18
201.08
201.18
201.16
201.16
201.08
Ch 7.50
1.9%
2.5
%
3%
R.L. 200.50
-5.00
-5.00
0.00
0.00
0.00
0.00
0.00
0.00
0.60
0.60
0.60
5.00
5.00
201.61
201.16
201.16
201.05
201.17
201.15
201.15
201.07
Ch 10.00
1.1%
2.5
%
R.L. 200.50
-5.00
-5.00
0.00
0.00
0.00
1.04
1.04
1.04
1.99
1.99
1.99
5.00
5.00
201.54
201.13
201.04
201.08
201.15
201.16
201.16
201.09
Ch 12.50
1.1%
2.5
%
0.5%
3%
R.L. 200.50
-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
201.52
201.12
201.07
201.11
201.14
201.16
201.19
201.13
Ch 15.00
1.1%
2.5
%1.4%
R.L. 200.55
-5.00
-5.00
0.00
0.00
0.00
0.48
0.48
0.48
1.19
1.19
1.19
5.00
5.00
201.53
201.10
200.98
201.02
201.11
201.11
201.09
201.01
Ch 20.00
2.5
%
3.6
%
R.L. 200.45
-5.00
-5.00
-1.40
-1.40
-1.40
0.00
0.00
0.00
5.00
5.00
201.59
201.28
201.07
201.07
201.10
201.07
Ch 25.00
2.5
%
R.L. 200.55
-5.00
-5.00
-1.50
-1.50
-1.50
0.00
0.00
0.00
5.00
5.00
201.44
201.22
201.04
201.04
201.08
201.04
Ch 30.00
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 3PRELIMINARY DESIGN
Plot Date:
ANDREW SMITHPlotted By:
31/01/2020
Sheet: Reference:
OF 6
A
GB4535.dwg
A3
- - - -