sheetno. sheetdesc. 20/06/19 xx/xx/xx xx/xx/xx two-way
TRANSCRIPT
DOCUMENT CONTROL
SH
EE
T
No.
SH
EE
T
DE
SC
.
20/06/19
xx/xx/xx
xx/xx/xx
DRAFT TENDER CONSTRUCTION
ISSUE ISSUE ISSUE
1 COVER SHEET A
2 STANDARD DETAILS & NOTES A
3 SAYER STREET PLAN VIEW A
4 SAYER - NEALE PLAN VIEW A
5
NEALE STREET ROUNDABOUT PLAN
VIEW
A
6 THEODORE STREET PLAN VIEW A
7 CURTIN STREET PLAN VIEW A
8 CURTIN - BSEC PLAN VIEW A
9 SCHOOL CROSSING PLAN VIEW A
10 BSEC - SHARON STREET PLAN VIEW A
11 SHARON STREET PLAN VIEW A
12 NEALE STREET LONG SECTIONS A
13 CURTIN STREET LONG SECTIONS A
14 CURTIN STREET LONG SECTIONS A
15 KERB & CHANNEL LONG SECTIONS A
16 SHARON STREET LONG SECTIONS A
17 GENERAL NOTES A
18 RESEAL REGION A
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
1
COVER SHEET
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
LOCALITY MAP
ELLIS STREET, FLORA HILL
GB4356
TWO-WAY BIKE PATH
OCTOBER 2018
E
L
L
IS
S
T
E
E
T
PROJECT EXTENTS
Bendigo South East College
La Trobe University
Som
erville S
treet
Neale S
treet
Curtin S
treet
Theodore S
treet
Sayer S
treet
S
h
a
r
o
n
S
t
r
e
e
t
Typical Raised Crossing Detail
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
2
STANDARD DETAILS & NOTES
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
3.0m Bike Lane
0.6m
Road Surface
continues as traffic
lanes or car parking
0.6m seperation between bike
lane and traffic lane/car parking.
Flexible bollards to be installed
at 12m centres or 2m offset from
edges of residential driveways
(Locations shown pg 3 - 11)
Existing Kerb or
reconstructed kerb
where shown.
Typical Bike Lane Detail
Bike Lane + Footpath Behind Kerb at
3.0m 4.5m
Varying Length
Landscape between bike lane
and back of existing kerb (remove
existing footpath and fencing)
4.5m wide concrete path. 3m
designated to bike lane (green),
1.5m footpath.
3.0m wide batter to existing
surface with fill
Sharon/Ellis Intersection Detail
6m wide raised crossing
(3m zebra crossing and
3m bike lane crossing)
Ramp black concrete for 1.3m from
road surface to top of kerb level.
6.60m 1.30m1.30m 0.60m
0.75m
Adjacent pavement reinstatement:
- 0.75m width 40mm depth Type N (10mm) asphalt
- Prime FCR before sealing
- 300mm depth CL1 FCR layed in two 150mm
deep layers, each compacted to 98%MMDD
- Note 150mm seal overlap over pavement join
Concrete Roadway ramp:
- 200mm thick, 32Mpa Black concrete, 2 layers SL82 with 50 cover top and bottom
- 150mm depth CL1 FCR (98%MMDD)
- North Bike path area to be painted with green long life paint (3.0m wide).
- South Footpath area to be painted with Zebra Crossing Line markings (3.0m wide).
- Concrete surface to be consistent with top of kerb (approx. 100mm high)
Remove Footpaths
and laybacks, replace
with naturestrip
treatment or other
surface as shown.
White Piano key and
Zebra linemarking as
per AS1742.10 Figure 2
Partially excavate
traffic island and
construct SM1 kerb at
base of ramp
Construct modified layback
as per Bike Lane Layback
Detail extending over
driveway, bike lane and
footpath as shown.
Remove existing Driveway
layback.
Excavate existing concrete
footpath. Reconstruct footpath
after bike lane construction
and match in.
Paint Bike Lane with
Green long life paint
where shown
Roundabout Crossing Details
Road to Behind Kerb Transition Detail
R2 - V111
R3 - 1A
R1 - 2A
Sign List
Island Construction Detail
Varying widths
Pull strin
g b
etw
een ke
rbs fo
r gra
de
Bedding, 100mm thick layer
compacted CL3 FCR
Dowel into kerb
with 200mm long
N10s at 500mm
cts. Pre-drill and
place dowels
100mm below top
of kerb
- 150mm thick 32MPa concrete slab
- 1 layer SL82 placed 50mm from bottom
- Flagstone stencil pattern, Charcoal
color, clear seal
Construct SM1 Kerb as shown
on plans. Top of kerb to be
100mm above existing road
surface.
SEAL: Type N Asphalt (10mm)
BASE: Class 2 FCR (20mm)
Place and compact in 2 even layers
Compact to a min. of 98% MMDD
(min CBR 80)
Existing material:
- See notes page 17 for all compaction and testing
requirements
Pavement Reinstatement Details
40
250
290
R8 - 2A
R7 - 4A
W6-V2-2A
W6 - 2A
(Arrow direction
denoted by L or R)
0.15
0.02
0.45 1.05
0.05
0.152.10
0.08
Invert to match
existing kerb invert.
0.5m radius curve.
Bike Lane layback Detail
0.60
Sawcut and reinstate
0.6m of road pavement
as per IDM SD130. Match
to existing surface.
Transition existing
barrier kerb to concrete
plinth kerb as shown.
Reconstruct pavement
adjacent design kerb and
ramp as per IDM SD130
150mm wide plain
concrete plinth kerb
150mm wide plain color
concrete plinth kerb
(similar to CoGB SD197)
Kykuyu roll out turf
on 50mm loamy sand
Reconstruct 600mm width
pavement with 150mm seal
overlap. 40mm type N (10mm)
asphalt on 300mm depth CL3
FCR compacted to 98%MMDD
0.60 0.15
0.30
150mm wide plain color
concrete plinth kerb
(similar to CoGB SD197)
Kykuyu roll out turf
on 50mm loamy sand
Construct 200mm thick 32MPa
black concrete slab with 2 layers
SL82 (50 cover top and bottom)
Construct slab on 150mm depth
CL1 FCR compacted to 98%MMDD
0.20
Varies
Height varies from
100mm depth to
0mm depth as ramp
approaches path
Kerb section adjacent Rd pavement
Kerb section adjacent Rd conc. ramp
Match kerb inverts and transition
over 750mm into modified layback.
Match kerb inverts and
transition over 750mm
into modified layback.
If connecting to
driveway match to
existing surface.
Bike lane continues at 1:20 grade
to a height of surface behind kerb.
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.
W6 - 7A
W8 - 3A [L]
W6 - 3A
W8 - 22A
0.3m 3.0m
PSM 243
RL 230.495
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
3
SAYER STREET PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
- Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
S
A
Y
E
R
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
Existing Concrete ramp
Diagonal Linemarking at 12m
centres. (AS1742.2)
Bollards at 12m centres or 1
bollard halfway between
driveways which are less
than 24m apart.
Giveway to bikes
sign before bike lane
(R2 - V111)
Diagonal Linemarking as per
AS1742.2.
4 ELLIS STREET
6 ELLIS STREET
8 ELLIS STREET
10 ELLIS STREET
31 SOMERVILLE STREET
1 ELLIS STREET
3 ELLIS STREET
5A & 5B ELLIS STREET
7 ELLIS STREET
12 ELLIS STREET
14 ELLIS STREET
NATURESTRIP
PEDESTRIAN ISLAND INFILL
2
.1
0
3
.1
0
3
.1
0
0
.6
0 2
.1
0
3
.4
5
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
2 ELLIS STREET
Install bike lane on side road
Sign W6-7A & W8-3A [L]
Bollards to start 15m from
edge of Sayer Street.
ASPHALT DRIVEWAY
IDM SD206
Construct Concrete
footpath (IDM SD205)
to continue bike path to
intersection.
Three Bollards at 2m
spacing.
C
H
0
.0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
3
0
.
0
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
4
SAYER - NEALE PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
NATURESTRIP
PEDESTRIAN ISLAND INFILL
2
.1
0
3
.1
0
3
.1
0
0
.6
0 2
.1
0
3
.4
5
E
L
L
IS
S
T
R
E
E
T
7 ELLIS STREET
12 ELLIS STREET
14 ELLIS STREET
16 ELLIS STREET
9 ELLIS STREET
11 ELLIS STREET
13 ELLIS STREET
15 ELLIS STREET
17 ELLIS STREET
136 NEALE STREET
18 ELLIS STREET
20 ELLIS STREET
22 ELLIS STREET
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
ASPHALT DRIVEWAY
IDM SD206
PSM 246
RL 236.391
C
H
0
.0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
3
0
.
0
0
C
H
4
0
.0
0
C
H
5
0
.
0
0
C
H
6
0
.
0
0
C
H
7
0
.0
0
C
H
8
0
.0
0
C
H
8
2
.4
0
C
H
0
.0
0
C
H
1
0
.0
0
C
H
2
0
.0
0
C
H
0
.0
0
C
H
3
0
.2
6
C
H
3
0
.2
6
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
5
NEALE STREET ROUNDABOUT PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
N
E
A
L
E
S
T
R
E
E
T
N
E
A
L
E
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
Raised Shared Crossing
Details on Page 2
Pedestrian Crossing
Sign R3-1A
Install Solar Light Pole. 80W Solar
Light at 8.0m high with 0.5m arm.
Attach Zebra Crossing sign.
Remove Concrete
footpath where bike path
crosses
Match Grated pit lid to
new concrete level.
Change grating to bike
safe weave grate.
15 ELLIS STREET
17 ELLIS STREET
20 ELLIS STREET
22 ELLIS STREET
24 ELLIS STREET
26 ELLIS STREET
138 NEALE STREET
149 NEALE STREET
145 NEALE STREET
NATURESTRIP
PEDESTRAIN ISLAND INFILL
Remove existing footpath.
Construct bike path then
match footpath into bike
path levels.
Remove existing
footpath. Construct bike
path then match
footpath into bike path
levels.
Remove existing
concrete footpath
Remove existing
concrete footpath
Sawcut Kerb invert and construct
concrete ramp (max 1:10 grade)
up to footpath level (Approx.
100mm above road surface)
Alignment: Neale Street Crossing
Alignment: Neale Street Footpath
Sawcut Kerb invert and construct
concrete ramp (max 1:10 grade)
up to footpath level (Approx.
100mm above road surface)
Construct Driveway layback. Extend
to pedestrian Layback as shown.
Raise and Match
Sewer Pit lids to bike
lane surface.
Replace Telstra pit
to Bike Lane level.
Replace Telstra
pit to bike lane
levels.
Trim Tree branches
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
Install Sign W6-V2-2A [L]
Install Sign W6-V2-2A [R]
Install Sign W6-2A
Convert SEP to JP and
incorporate into layback.
Install heavy duty lid.
ASPHALT DRIVEWAY
IDM SD206
Reconstruct concrete driveway.
If tree roots are found, COGB
Arborist are to be notified before
continuing.
Construct bike path over tree roots.
When working near tree roots, COGB
Arborist to be notified and present
during hydro excavation.
Concrete path to be 50mm thick over
exposed root. Fill using crushed rock.
When working near tree roots, COGB
Arborist to be notified and present during
hydro excavation.
Remove Traffic Island
Reinstate Linemarking
Install Light on existing pole. 70W LED
Light at 10.0m high with 3.0m arm.
PSM 1860
RL 239.931
S
L
O
W
D
O
W
N
T
H
R
O
U
G
H
B
U
S
S
T
O
P
S
L
O
W
D
O
W
N
T
H
R
O
U
G
H
B
U
S
S
T
O
P
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
6
THEODORE STREET PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
T
H
E
O
D
O
R
E
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
Diagonal Linemarking at
12m centres.
19 ELLIS STREET
21 ELLIS STREET
23 ELLIS STREET
25 ELLIS STREET
27 ELLIS STREET
29 ELLIS STREET
26 ELLIS STREET
28 ELLIS STREET
30 ELLIS STREET
32 ELLIS STREET
34 ELLIS STREET
36 ELLIS STREET
38 ELLIS STREET
40 ELLIS STREET
42 ELLIS STREET
NATURESTRIP
Install Give way to cyclist
sign R2-V111
Construct concrete landing for bus stop.
Bus to stop in lane. B1 Kerb (IDM
SD100) with concrete infill (IDM SD205).
Landing to be 150mm higher than
existing road surface.
PEDESTRIAN ISLAND INFILL
Remove existing bus
stop
2
.1
0
3
.1
0
3
.1
0
0
.6
0 2
.1
0
3
.4
5
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
ASPHALT DRIVEWAY
IDM SD206
2
.7
0
7
.5
0
Install Bus Stop flag
Linemark existing Bus
Stop
1.20
1.50
7.50
Paint "SLOW DOWN THROUGH
BUS STOP" in bike lane
Paint "SLOW DOWN THROUGH
BUS STOP" in bike lane
Paint Bike Lane Green
through bus stop
Bus Stop Detail
Scale 1:75
Install 70W LED light on
existing power pole.
PSM 244
RL 247.015
STN 3
RL 248.131
STN 2
RL 248.671
C
H
0
.0
0
C
H
1
0
.0
0
C
H
2
0
.0
0
C
H
3
0
.0
0
C
H
0
.0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
2
0
.
8
5
C
H
0
.0
0
C
H
10.00
C
H
19.18
C
H
0
.0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
3
0
.
0
0
C
H
4
0
.0
0
C
H
5
0
.
0
0
C
H
6
0
.
0
0
C
H 70.00
C
H
8
0
.0
0
C
H
8
5
.9
0
3
0
0
Ø
R
C
P
3
0
0
Ø
R
C
P
C
H
18.00
C
H
2
0
.0
0
C
H
4
0
.0
0
C
H
0
.0
0
C
H
5
8
.2
2
C
H
6
5
.9
4
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
7
CURTIN STREET PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
C
U
R
T
IN
S
T
R
E
E
T
C
U
R
T
IN
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
E
L
L
IS
S
T
R
E
E
T
Remove existing concrete
kerb and construct concrete
kerb in new locations. Kerb
to transition from barrier kerb
to plinth kerb over 2m.
Pedestrian Crossing
Sign R2-1A
Pedestrian Crossing
Sign R2-1A
33 ELLIS STREET
35 ELLIS STREET
37 ELLIS STREET
39 ELLIS STREET
44 ELLIS STREET
49 CURTIN STREET
48 ELLIS STREET
36 CURTIN STREET
50 ELLIS STREET
NATURESTRIP
Replace sewer lid to
gatic sewer lid at
bike path level
Raise Telstra Pit to bike
path level.
PEDESTRIAN ISLAND INFILL
Remove existing
footpath. Construct bike
path then match
footpath into bike path
levels.
Remove existing
footpath. Construct bike
path then match
footpath into bike path
levels.
Alignment: Curtin Street Crossing
Alignment: Curtin Street Footpath
Alignment: Curtin Street Kerb West
Alignment: Curtin Street Kerb East
Sawcut Kerb invert and construct
concrete ramp (max 1:10 grade)
up to footpath level (Approx.
100mm above road surface)
Sawcut Kerb invert and construct
concrete ramp (max 1:10 grade)
up to footpath level (Approx.
100mm above road surface)
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
Install Sign W6-V2-2A [L]
Install Sign W6-V2-2A [R]
Install Sign W6-2A
See page 2 for
Crossing Details
ASPHALT DRIVEWAY
IDM SD206
Construct Tray
Grate pit (COGB
SD590-A-D-L-U)
Construct Tray
Grate pit (COGB
SD590-A-D-L-U)
Install 300Ø RCP
to connect grating
pits at 1% grade.
Install 300Ø RCP
to connect grating
pits at 1% grade.
Construct SEP and shift
behind new kerb. Extend
existing 300Ø and
Connect new 300Ø RCP.
Install Solar Light Pole.
80W Solar Light at 8.0m
high with 0.5m arm.
Install Light on existing Pole.
70W Light at 8.5m high with
3.0m arm.
Construct bike path over tree roots.
When working near tree roots, COGB
Arborist to be notified and present
during hydro excavation.
Move fence back to title and
construct concrete footpath.
Reconstruct Kerb as shown.
See page 16 for long section.
Alignment: Ellis Street Kerb 3
STN 3
RL 248.131
C
H
8
0
.0
0
C
H
8
5
.9
0
C
H
4
0
.0
0
C
H
5
8
.2
2
C
H
6
5
.9
4
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
8
CURTIN - BSEC PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
37 ELLIS STREET
39 ELLIS STREET
41 ELLIS STREET
2/43 ELLIS STREET
45 ELLIS STREET
47 ELLIS STREET
49 ELLIS STREET
48 ELLIS STREET
50 ELLIS STREET
52 ELLIS STREET
54 ELLIS STREET
BENDIGO SOUTH EAST COLLEGE
NATURESTRIP
PEDESTRIAN ISLAND INFILL
2
.6
0
3
.1
0
3
.1
0
0
.6
0 2
.1
0
3
.4
5
E
L
L
IS
S
T
R
E
E
T
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
ASPHALT DRIVEWAY
IDM SD206
STN 4
RL 252.745
PSM 560
RL 255.605
STN 1
RL 256.554
STN 5
RL 252.527
C
h
0
.
0
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
9
SCHOOL CROSSING PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
49 ELLIS STREET
49A ELLIS STREET
51 ELLIS STREET
53 ELLIS STREET
BENDIGO SOUTH EAST COLLEGE
Traffic Islands either side of
school crossing with stenciled
concrete infill
Include new School Crossing
posts as per AS1742.10
School Crossing Linemarking
in accordance with AS1742.10
NATURESTRIP
Sawcut 300mm from lip of island
kerb and remove traffic island.
Replace sawcut region with
typical pavement.
PEDESTRIAN ISLAND INFILL
Move Parking sign to new
location
Sawcut 300mm from lip of island
kerb and remove traffic island.
Replace sawcut region with
typical pavement.
Install "Giveway to Cyclist"
Signs at school driveway
2
.1
0
3
.1
0
3
.1
0
0
.6
0 2
.1
0
3
.4
5
V
a
ry
in
g
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
ASPHALT DRIVEWAY
IDM SD206
Paint "Wait Here"
Install School Crossing ahead
signs. W6-3A & W8-22A
Install School Crossing ahead
signs. W6-3A & W8-22A
Include new School Crossing
posts as per AS1742.10
C
h
0
.
0
0
C
h
1
0
.
0
0
C
h
2
0
.
0
0
C
h
3
0
.
0
0
C
h
3
4
.
6
4
C
h
0
.
0
0
C
h
1
0
.
0
0
C
h
2
0
.
0
0
C
h
2
8
.
6
4
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
10
BSEC - SHARON STREET PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
57 ELLIS STREET
61 ELLIS STREET
63 ELLIS STREET
65 ELLIS STREET
67 ELLIS STREET
BENDIGO SOUTH EAST COLLEGE
NATURESTRIP
Remove existing kerb and replace on
new alignment. Back of kerb to match
existing footpath level. Reinstate 3m
width of road pavement as per IDM130.
Remove Grated pit and extend
300Ø RCP. Construct SEP (COGB
SD590-A-D-G-S) at new kerb
location and connect 300Ø RCP.
Remove kerb and layback. Replace with
kerb on new alignment. Construct
footpath and driveway area as shown
Remove traffic island
and replace road
surface (300mm offset)
PEDESTRIAN ISLAND INFILL
Alignment: Ellis Street Kerb 1
Alignment: Ellis Street Kerb 2
3
.
1
0
3
.
1
0
0
.
9
5
2
.
5
0
3
.
4
5
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
ASPHALT DRIVEWAY
IDM SD206
S
H
A
R
O
N
S
T
R
E
E
T
C
h
2
0
.
0
0
C
h
3
0
.
0
0
C
h
3
4
.
6
4
C
H
0
.
0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
3
0
.
0
0
C
H
4
0
.
0
0
C
H
4
4
.
8
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
1:300
11
SHARON STREET PLAN VIEW
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
TREES TO BE REMOVED
LEGEND
BIKE LANE MARKING
Solid Green Painted Areas
CONCRETE KERB
B2 kerb to IDM SD100
CROSSING LINE MARKING
ROAD LINE MARKING
RAISED PAVEMENT
-Black Concrete
CONCRETE FOOTPATH/DWY
IDM SD205
FLEXIBLE BOLLARD
BENDIGO SOUTH EAST COLLEGE
LA TROBE UNIVERSITY
69 ELLIS STREET
71 ELLIS STREET
73 ELLIS STREET
75 ELLIS STREET
77 ELLIS STREET
NATURESTRIP
Construct Concrete Bike path (3m
width) and Footpath (1.5m width).
PEDESTRIAN ISLAND INFILL
Remove existing kerb.
Linemark a right turning
lane into Sharon street.
Alignment: Sharon Street Footpath
Sawcut kerb invert and construct concrete
ramp (max. grade 1:10) to footpath level
(approx. 100mm above road surface)
Remove footpath and fencing between
back of kerb and design bike path.
Landscape area with Mulch and small
plants.
Install Pedestrian
fence 100mm inside
edge of footpath.
Connect to existing
fence at both ends.
Install R8 - 2A and R7 - 4A facing path.
Install R8-2A facing Sharon Street.
Batter from edge of
footpath 3m and turf.
PAVEMENT REINSTATEMENT
See Page 2 for details
Road to be Resealed from kerb to kerb before linemarking
1
.
7
0
ASPHALT DRIVEWAY
IDM SD206
3
.
0
0
Remove Shrubs
Remove Shrubs
Remove SEP and extend 300Ø
RCP. Construct SEP (COGB
SD590-A-D-G-S) and connect
300Ø RCP.
Remove First carpark and move parking
sign.
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
12
NEALE STREET LONG SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
0.00
1.55
5.00
9.04
9.83
10.00
14.83
15.00
15.74
19.83
20.00
20.92
25.00
28.66
30.26
CHAINAGE
236.56
236.56
236.53
236.61
236.80
236.71
236.73
236.98
236.98
236.99
236.84
236.83
236.92
237.17
237.46
237.46
237.54
237.54
237.54
NS CL
236.53
236.65
236.80
236.86
236.87
237.08
237.08
237.09
236.98
236.97
236.92
237.21
237.46
DESIGN
Crest C
h 15.745 R
L 237.087
Sag C
h 20.922 R
L 236.919
R.L. 231.50
I.P
. 236.534
3.50%
I.P
. 236.796
7.75%
I.P
. 237.245
-5.36%
10.00
I.P
. 236.919
7.03%
Neale Street Footpath LONGITUDINAL SECTION CH 0.000 To 30.261
SCALES: H 1:200 V 1:100 (A3)
CHAINAGE
NS CL
R.L. 230.00
Neale Street Crossing LONGITUDINAL SECTION CH 0.000 To 82.399
SCALES: H 1:300 V 1:100 (A3)
0.00
7.94
10.00
20.00
23.99
30.00
33.36
34.86
36.36
37.02
40.00
40.52
41.02
44.02
44.76
46.26
46.45
47.76
49.90
50.00
54.90
59.90
60.00
66.45
67.45
68.45
69.90
70.00
70.87
70.90
71.90
75.35
82.40
235.32
235.32
235.88
235.96
236.32
236.47
236.60
236.73
236.80
236.80
236.78
236.82
236.97
237.04
236.97
236.90
236.86
236.91
236.91
236.92
236.98
237.07
237.07
237.29
237.33
237.33
237.35
237.35
237.40
237.50
237.50
237.55
237.55
237.52
237.23
237.40
237.40
237.40
235.88
235.96
236.32
236.47
236.65
236.76
236.82
236.92
236.97
237.12
237.13
237.13
237.04
237.00
236.95
236.95
236.98
237.07
237.08
237.25
237.33
237.33
237.36
237.39
237.47
237.62
237.63
237.67
237.67
237.62
237.23
Crest C
h 41.021 R
L 237.129
Sag C
h 46.453 R
L 236.947
Crest C
h 70.874 R
L 237.674
I.P
. 235.881
3.65%
I.P
. 236.466
3.10%
I.P
. 236.803
7.84%
3.00
I.P
. 237.246
-5.87%
7.00
I.P
. 236.909
4.55%
3.00
I.P
. 237.302
0.47%
10.00
I.P
. 237.361
10.66%
2.00
I.P
. 237.729
-11.24%
2.00
BACK OF FOOTPATH
DESIGN
BACK OF BIKEPATH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
13
CURTIN STREET LONG SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
CHAINAGE
NS CL
R.L. 242.00
Curtin Street Crossing LONGITUDINAL SECTION CH 0.000 To 84.612
SCALES: H 1:300 V 1:100 (A3)
0.00
1.45
5.00
9.22
10.00
15.00
17.05
20.00
20.60
25.00
28.55
30.00
CHAINAGE
248.96
248.96
248.91
249.18
249.19
249.23
249.40
249.39
249.33
249.30
249.37
249.46
249.48
249.48
249.48
NS CL
248.96
248.91
249.10
249.33
249.36
249.50
249.51
249.49
249.48
249.47
249.46
249.47
Sag C
h 1.453 R
L 248.913
Crest C
h 17.048 R
L 249.513
Sag C
h 28.546 R
L 249.458
R.L. 243.50
I.P
. 248.959
-3.17%
I.P
. 248.913
5.38%
I.P
. 249.331
4.22%
I.P
. 249.575
-1.77%
10.00
I.P
. 249.476
-0.23%
I.P
. 249.458
1.17%
Curtin Street Footpath LONGITUDINAL SECTION CH 0.000 To 29.998
SCALES: H 1:200 V 1:100 (A3)
DESIGN
BACK OF FOOTPATH
DESIGN
BACK OF BIKEPATH
0.00
6.59
7.02
10.00
13.50
20.00
20.64
28.68
30.00
33.30
33.34
35.14
38.34
40.00
40.25
43.34
44.16
45.40
50.00
50.68
57.70
60.00
65.41
70.00
71.55
72.74
78.89
80.00
84.61
85.00
85.90
247.16
247.16
247.37
247.37
247.37
247.41
247.66
247.91
247.91
247.91
248.33
248.38
248.38
248.38
248.90
248.90
248.90
249.01
249.01
249.01
249.12
249.12
249.12
249.22
249.25
249.24
249.21
249.19
249.19
249.19
249.13
249.09
249.07
249.07
249.07
248.73
248.73
248.73
248.68
248.52
248.52
248.52
248.41
248.34
248.29
248.29
248.29
248.13
248.13
248.13
248.13
248.13
248.13
248.12
248.12
248.12
247.42
247.62
247.85
248.28
248.32
248.85
248.94
249.16
249.16
249.25
249.35
249.36
249.36
249.32
249.30
249.27
249.08
249.05
248.75
248.66
248.43
248.24
248.17
Crest C
h 40.252 R
L 249.365
I.P
. 247.422
6.60%
I.P
. 249.157
5.95%
I.P
. 249.456
-2.65%
10.00
I.P
. 249.269
-4.20%
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
14
CURTIN STREET LONG SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
0.00
0.25
1.25
2.25
3.00
3.59
4.59
5.00
5.59
6.34
10.00
12.77
14.27
15.00
15.77
16.38
17.88
19.38
19.46
CHAINAGE
249.35
249.35
249.34
249.32
249.31
249.31
249.30
249.28
249.27
249.25
249.21
249.21
249.21
249.02
248.87
248.78
248.73
248.67
248.62
248.51
248.41
248.41
248.41
248.41
NS CL
249.35
249.34
249.32
249.31
249.31
249.30
249.28
249.27
249.25
249.21
249.02
248.87
248.78
248.73
248.67
248.62
248.51
248.41
248.41
R.L. 245.50
I.P
. 249.349
-3.27%
I.P
. 249.308
-0.07%
2.00
I.P
. 249.307
-0.88%
I.P
. 249.293
-4.58%
2.00
I.P
. 249.213
-5.30%
I.P
. 248.793
-8.17%
3.00
I.P
. 248.498
-5.86%
3.00
Curtin Street Kerb West LONGITUDINAL SECTION CH 0.000 To 19.462
SCALES: H 1:100 V 1:50 (A3)
0.00
0.30
1.55
2.80
3.65
4.90
5.00
6.15
10.00
12.06
12.81
13.56
14.07
14.82
15.57
15.66
CHAINAGE
249.48
249.48
249.46
249.41
249.39
249.39
249.37
249.36
249.32
249.11
248.99
248.95
248.89
248.84
248.78
248.73
248.72
248.72
248.72
NS CL
249.48
249.46
249.41
249.39
249.39
249.37
249.36
249.31
249.10
248.99
248.95
248.89
248.84
248.78
248.73
248.72
R.L. 246.00
I.P
. 249.476
-5.00%
I.P
. 249.399
-0.55%
2.50
I.P
. 249.380
-5.42%
2.50
I.P
. 248.952
-8.55%
1.50
I.P
. 248.780
-6.90%
1.50
Curtin Street Kerb East LONGITUDINAL SECTION CH 0.000 To 15.658
SCALES: H 1:100 V 1:50 (A3)
DESIGN
BACK OF KERB
DESIGN
BACK OF KERB
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
15
KERB & CHANNEL LONG SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
0.00
5.00
10.00
15.00
20.00
23.64
25.00
28.64
CHAINAGE
257.19
257.19
257.30
257.33
257.54
257.44
257.55
257.58
257.64
257.64
257.64
NS CL
257.30
257.37
257.44
257.50
257.55
R.L. 254.50
I.P
. 257.300
1.35%
Ellis Street Kerb 1 LONGITUDINAL SECTION CH 0.000 To 28.644
SCALES: H 1:200 V 1:50 (A3)
0.00
5.00
10.00
15.00
20.00
25.00
29.64
34.64
CHAINAGE
259.91
259.91
260.12
260.12
260.12
260.47
260.75
260.98
261.31
261.40
261.40
261.40
261.63
261.63
261.63
NS CL
260.12
260.38
260.64
260.90
261.16
261.40
R.L. 257.00
I.P
. 260.118
5.19%
Ellis Street Kerb 2 LONGITUDINAL SECTION CH 0.000 To 34.639
SCALES: H 1:200 V 1:50 (A3)
DESIGN
BACK OF KERB
DESIGN
BACK OF KERB
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
16
SHARON STREET LONG SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
CHAINAGE
NS CL
R.L. 257.50
Sharon Street Footpath LONGITUDINAL SECTION CH 0.000 To 51.528
SCALES: H 1:300 V 1:100 (A3)
DESIGN
BACK OF FOOTPATH
0.00
4.15
10.00
13.50
15.00
16.00
17.73
18.50
20.00
25.00
30.00
35.00
36.22
40.00
42.03
44.69
44.80
262.86
262.86
263.08
263.08
263.08
263.41
263.64
263.73
263.76
263.77
263.77
263.77
263.77
263.76
263.69
263.64
263.63
263.66
263.66
263.66
263.99
264.60
264.61
264.61
264.61
264.62
264.62
264.62
263.42
263.63
263.72
263.77
263.84
263.86
263.91
264.07
264.23
264.38
264.42
264.54
264.60
I.P
. 263.415
6.18%
I.P
. 263.786
3.14%
5.00
18.20
19.04
20.00
25.00
30.00
35.00
40.00
45.00
50.00
55.00
58.22
CHAINAGE
248.23
248.23
248.21
248.16
248.14
248.12
248.13
248.11
248.10
248.11
248.11
NS CL
248.23
248.22
248.21
248.19
248.18
248.16
248.15
248.13
248.12
248.11
DES CL
R.L. 247.00
I.P
. 248.227
-0.31%
Ellis Street Kerb 3 LONGITUDINAL SECTION CH 18.200 To 58.224
SCALES: H 1:300 V 1:20 (A3)
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
17
GENERAL NOTES
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
FILL NOTES
1. All earthworks and compaction are to be in accordance with VicRoad's Specification
Section 204.
2. All fill materials are to be approved by the Superintendent's Representative prior to
being imported onto the site, and unless noted otherwise, shall be a clean clay based
material free of vegetation matter or contaminants.
3. All filling is to comply with AS3798-1996 Appendix B, level 1 (or 2) as specified
4. The Contractor is responsible for ensuring that all imported fill material, including
topsoil, satisfies the description for clean fill material in EPA bulletin publication No.
448 (Sep 95) and subsequent revisions. The Contractor shall provide verification
including test certificates to the Superintendent's Representative.
FOOTPATH CONSTRUCTION NOTES
1. 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. Expansion joints as per SD210 to be constructed at all joins with existing footpath &
driveways.
4. SD210 Expansion joints along any new sections of footpath are to be at a maximum
separation of 14m centers as per SD205.
5. Tool joints are to be at 1.2m centers 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 S.D. 45 & S.D. 47) 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 Black Fibre Reinforced Resin Polymer type manufactured by ESP
Aust. Or approved equivalent. TGSI's to be cast in place on new concrete works and
installed in accordance with AS1428, unless noted otherwise or directed by the
Superintendent's Representative.
ROAD CONSTRUCTION NOTES
1. All Works to be carried out in accordance with CoGB Standard Drawings,
Specifications, approved plans and to the satisfaction of the Superintendent's
Representative.
2. These notes also refer to the latest version of the Infrastructure Design Manual (IDM)
and latest version of the IDM Standard Drawings.
3. The Project Manager is to be notified seven days prior to the commencement of
Works with a Pre-commencement meeting to be held between CoGB, the Consultant
and the Contractor. A site management plan is to be submitted prior to the
commencement of Works and prior to the onsite Pre-commencement meeting.
4. Prior to commencement of the Works, the Contractor shall provide the following:
- Source of quarry material
- N.A.T.A. approved test results for the F.C.R that is to be used
- If the source of the quarry material is changed during the course of the Works, then
new test results shall be provided.
5. Prior to commencement of Works on site, the Contractor must ensure that all matters
relating to the Occupational Health and Safety Act 2004, have been and will be
complied with.
6. On the commencement of construction, the Contractor must comply with the
recommendation of the Environment Protection Authority publication "Construction
Techniques for Sediment Pollution Control". Appropriate siltation control is to be
maintained throughout the construction and maintenance period of the Works.
7. The disposal site for spoil storage, and truck removal route, is to be submitted in
writing to, and approved by the Superintendent's Representative prior to the
commencement of Works.
8. Where Works are in the vicinity of existing services, these services are to be located
and exposed prior to commencement of the work. Relevant authorities are to be
notified 7 days prior to the Works.
9. All dimensions are in metres unless noted otherwise.
10. All levels are to Australian Height Datum (AHD) unless noted otherwise.
11. All co-ordinates are to Map Grid of Australia (MGA) unless noted otherwise.
12. The Contractor must arrange the inspection of the Works with the Superintendent's
Representative as per the hold points in the Specifications, or as directed by the
Superintendent's Representative.
13. All redundant assets are to be removed and disposed off site unless noted otherwise.
14. All service conduit trenches under road pavements, under footpaths and under
swales are to be backfilled as per IDM SD310 unless noted otherwise. Compaction
standards noted in SD310 shall be achieved.
15. Blasting is not generally accepted.
16. All existing assets affected by the Works (i.e. signs, vehicle crossings, footpaths, kerb
and line marking) shall be reinstated by the Contractor before the completion of
Works, to the satisfaction of the Superintendent's Representative.
17. At the completion of all Works, all rubbish, debris and surplus spoil shall be removed
and the site shall be cleared to the satisfaction of the Superintendent's
Representative.
18. The Contractor is to obtain a Building Permit for any structures, fences and for any
retaining walls over 1.0m in height.
19. Any infrastructure damage incurred during the Defects Liability Period noted on the
contract is the responsibility of the Contractor and is to be reinstated to the
satisfaction of the Superintendent's Representative.
20. All disturbed areas (eg. nature strips, batters, allotments and reserves) are to be
reinstated to a clean, tidy condition, top dressed with 75mm min. depth approved top
soil, and seeded with a CoGB approved blend or unless otherwise noted. Soil &
seeded treated areas must be satisfactorily established prior to the end of the
Maintenance Period otherwise further treatment is required by the Contractor.
21. Any exposed aggregate concrete works are to be achieved by sandblasting only.
Washing aggregate off with water is not permitted.
22. The Contractor shall notify the public of any impending road closures by providing
sufficient signage 2 weeks prior to construction commencing.
PAVEMENT NOTES
1. Construction of road pavements is to be in accordance with the requirements of
VicRoad's Standard Specifications for Roadworks (Section 304). Testing must be
carried out by a N.A.T.A. approved laboratory, or by calibrated nuclear densometer
test to the relevant Australian Standard.
2. Compaction tests are to be undertaken in the following locations:
- At
2
3
depth of the pavement
- At alternating sides of the road
- 1.0m in from the seal edge or lip of kerb
- At even spacings.
3. The number of compaction tests shall comply with the table below:
Location Number of Compaction tests
Court bowls 3
Intersections 2
Straights 1 per 500m2 (1/50m for 10.2m wide pvmt.)
4. Copies of the geotechnical results are to be submitted to the Superintendent's
Representative.
5. Sub-base and base materials are to be at 85% optimum moisture content (OMC)
during compaction, and maintained at 85% OMC until proof rolling.
6. Typical Compaction levels required (unless noted otherwise):
Subgrade: To be compacted to 100% standard dry density ratio.
Subbase: Flexible pavements shall be compacted in accordance with Scale C in
VicRoads table 304.082.
Compaction shall be to 98% of the maximum dry density ratio determined by the
modified compaction test.
Base: Flexible pavements shall be compacted in accordance with Scale C in VicRoads
table 304.082.
Compaction shall be to 100% of the maximum dry density ratio determined by the
modified compaction test.
7. Proof rolling of the Subgrade, Sub base and Base must be undertaken as per Section
12.7.15 of the IDM. Proof rolling will be at the expense of the contractor in accordance
with AS3798 and the requirements of section 173 and 204.12 of the VicRoad's
Specification. The Superintendent's Representative must be present during the proof
rolling. The Subgrade must not deflect more than 2mm vertically within 300mm of the
test roller in isolated locations.
8. Identification and treatment of soft areas during proof rolling shall be dealt with as per
Sections 12.7.13 and 12.7.14 of the IDM and as approved by the Superintendent's
Representative.
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4356
ELLIS STREET
FLORA HILL
BI-DIRECTIONAL BIKE LANE
H. WHYTOCK
B. JANSSEN
A. SMITH
N. SARTORI
16/08/18
20/06/19
-
18
Reseal Region
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 3PRELIMINARY DESIGN
Plot Date:
BAYLEY JANSSENPlotted By:
11/07/2019
Sheet: Reference:
OF 18
20/06/19
20/06/19
A
GB4356.dwg
A3
- - - -
S
o
m
e
r
v
ille
S
tr
e
e
t
S
a
y
e
r
S
tr
e
e
t
N
e
a
le
S
tr
e
e
t
T
h
e
o
d
o
r
e
S
tr
e
e
t
C
u
r
tin
S
tr
e
e
t
S
h
a
r
o
n
S
t
r
e
e
t
E
llis
S
tre
e
t
Bendigo South East College
La Trobe University
Extent of Reseal works
Reseal Kerb to Kerb