mackenzie street west/ browning street ......standards noted in sd310 shall be achieved. 15.blasting...
TRANSCRIPT
LOCALITY MAP PROJECT EXTENTS
CITY OF GREATER BENDIGO
Survey
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Approved by
Design
Checked
1
COVER SHEET
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DOCUMENT CONTROL
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DRAFT TENDER CONSTRUCTION
REVISION REVISION REVISION
1 COVER SHEET A
2 CONSTRUCTION NOTES A
3 SURVEY CONTROL & EXISTING LAYOUT A
4 DEMOLITION & SERVICE CHANGES PLAN A
5 GENERAL LAYOUT & FINISHES A
6 GEOMETRIC SETOUT PLAN A
7 SIGNS & LINEMARKING PLAN A
8 EARTHWORKS CUT/FILL PLAN A
9 SURFACE SLOPE PLAN A
10 KERB RETURN - KERB LIP LONGITUDINAL SECTIONS 1 A
11 KERB RETURN - KERB LIP LONGITUDINAL SECTIONS 2 A
12 ROUNDABOUT - KERB LIP LONGITUDINAL SECTION A
13 MEDIAN ISLAND - KERB LIP LONGITUDINAL SECTIONS 1 A
14 MEDIAN ISLAND - KERB LIP LONGITUDINAL SECTIONS 2 A
15 DRAINAGE LONGITUDINAL SECTIONS A
16 DRAINAGE PIT SCHEDULE A
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
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30/05/2019
30/08/2019
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MACKENZIE STREET WEST/
BROWNING STREET, KANGAROO FLAT
GB4515A
ROUNDABOUT
AUGUST 2019
DRAFT 1
PRELIMINARY DESIGN
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CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
2
CONSTRUCTION NOTES
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
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A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
-
DRAFT 1
PRELIMINARY DESIGN
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.
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 1985, 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.
SIGNAGE, LINEMARKING & RRPMS
1. All existing signage, linemarking guideposts and RRMPs within Works site are to be
removed as per the 'Demolition & Service Changes Plan'
2. All proposed Signage, linemarking, guideposts and RRPMs are to be installed as
per the 'Signs & Linemarking Plan'
3. All signs to be installed shall be Class 1 high intensity type and comply with the
requirements of AS1743-2001.
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
unforeseen 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 and designed to the latest revision of the shear
design standard.
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 150mm 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 accordingly 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.
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 & IDM
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 redundant footpath, kerb and road seal to be saw cut and removed
from site.
5. Naturestrip is to be: 50mm depth (15% compaction), Spread and rake
Seed (COGB approved seed blend) at rate 40g/m2
FOOTPATH CONSTRUCTION NOTES
1. Footpath to be constructed to IDM SD205 unless noted otherwise.
2. Expansion joints as per IDM SD210 to be constructed at any joins with
existing footpath/driveways or bridges or where noted.
3. IDM SD210 expansion joints along new sections of footpath are to be at a
maximum separation of 14m centers as per IDM SD205.
4. Tool joints are to be at 1.5m centers constructed as per IDM SD210
unless noted otherwise.
5. Plant and equipment is to be kept within the finished works area to avoid
unnecessary damage to nature strips.
6. Pedestrian crossings are to be as per IDM SD200.
7. All TGSIs are to be black and shall be fibre reinforced polymer type and
positioned in accordance with AS1428 unless noted otherwise or by
direction from the Superintendent.
8. Once works are completed, contractor must undertake a site walk with the
Superintendent 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.
600 700
KERB
Transverse pavement joint
Naturestrip reinstatement as per
'Nature Strip' detail
TOPSOIL & SEED
75 or
150
Loamy sand topsoil
300300
TYPICAL KERB INSTALLATION SECTION
40mm depth Asphalt Type N (10mm) or
40mm depth Asphalt Type V (10mm)
150mm depth CL1 FCR (20mm) (98%MMDD)
100mm depth CL3 FCR (20mm) (96%MMDD)
Compact subgrade to 98%SMDD
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.
VEGETATION PROTECTION NOTES
1. All trees and shrubs area to be retained unless otherwise shown or directed by the
Superintendent's Representative.
2. All required tree protection fencing shall consist of a three (3) strand wire, star
picket fence and maintained for the duration of the works, unless directed
otherwise.
3. If tree roots are discovered during excavation works, works in the immediate area
shall cease until the Superintendent's Representative has inspected and approved
works to proceed.
PAVEMENT DETAILS
130
160
330
40
WEARING COURSE
40mm Compacted Depth,
Type V, Size 10 Asphalt
BASE COURSE
160mm Compacted Depth, Type SI,
Size 20 Asphalt in 2 x 80mm layers
SUBBASE COURSE
130mm Compacted Depth, Class 3, Size
40 Stabilised CR (3% Cement by mass)
SUBGRADE
Refer to 'Pavement Notes' for
compaction and testing requirements
300 300
TRANSVERSE PAVEMENT JOINT
Where design pavement meets
existing pavement, the design layers
are to be overlapped into the existing
pavement by 300mm as shown
Dowel into kerb with 200mm long N10s
at 500mm cts. Pre-drill and place
dowels 100mm below top of kerb
CONCRETE APRON
1. 150mm thick 32MPa concrete slab
2. 1 layer SL82 placed 50mm from bottom
3. Flagstone stencil pattern, charcoal colour,
clear seal
4. 100mm compacted depth CL3 FCR Bedding
300
150
275
275
600
300110 190
10
125
600
300110 190
275
40
140
Setout is to
lip of kerb
190
2%
cro
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aries
2600
50
Dowel into kerb with 200mm long N10s
at 500mm cts. Pre-drill and place
dowels 100mm below top of kerb
CONCRETE MEDIAN
1. 125mm thick 25MPa concrete slab
2. 1 layer SL72 placed centrally
3. Flagstone stencil pattern, charcoal colour, clear seal
4. 100mm compacted depth CL3 FCR Bedding
Slo
pe V
aries
WIDTH VARIES
SM3
SM3 or SM2
SM3
or SM1
DESIGN PAVEMENT
(Refer: below)
SM2 KERB PROFILE - IDM SD100
SM3 KERB PROFILE - IDM SD100
SM1 KERB PROFILE - IDM SD100
KERB DETAILSCONCRETE APRON & MEDIAN DETAILS
PAVEMENT DETAILS
CONCRETE APRON DETAIL
CONCRETE MEDIAN DETAIL
SERVICE AUTHORITY ASSETS WITHIN THE WORKS AREA
1. 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 caused to
underground services.
2. PIT LIDS and VALVE COVER LEVELS and LOCATION
- All service pit 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.
3. SERVICE AUTHORITY ASSET RENEWAL
- Any sewer pit covers and or water valve covers within the works area 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.LANDSCAPING DETAILS
LANDSCAPE AREA
1. Provide 150 approved top soil
2. Planting & Landscape by Others
NATURE STRIP
1. 75mm depth loamy sand topsoil
with approved CoGB seed blend
KERB INSTALLATION IN EXISTING PAVEMENT
PAVEMENT TYPE 2
1. Pavement required for kerb installation abutting existing pavement to
be in accordance with the 'Typical Kerb Installation Section' above
2. Backfill over drainage to be in accordance with CoGB SD 392
Setout is to
lip of kerb
Setout is to
lip of kerb
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
3
SURVEY CONTROL & EXISTING LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 500
DRAFT 1
PRELIMINARY DESIGN
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SURVEY CONTROL
Point #
278
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408
1490
2
Description
STN 1
STN 2
STN 3
STN 4
STN 5
PM 1850
Easting
253730.347
253788.281
253824.906
253832.882
253785.969
253794.764
Northing
5925035.657
5925027.346
5925068.161
5924982.677
5924953.739
5924972.841
Level
252.065
246.795
245.790
244.635
246.115
246.034
SURVEY DATA
Bearing Datum:
vide Sandhurst PM 1849 & PM 1850
Height Datum:
vide Sandhurst PM 1850
RL 246.034 (AHD)
MGA94 Coordinate Datum
vide Sandhurst PM 1850
Ground coordinates shown for all other features
Plan View Rotation
The plan view has not been rotated. Coordinates
remain at MGA
EXISTING CONTOURS
- Levels to AHD (0.10m interval)
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.
LEGEND
PM 1850
RL 246.034
STN 5
RL 246.115
STN 4
RL 244.635
STN 3
RL 245.790
STN 2
RL 246.795
STN 1
RL 252.065
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244 McKENZIE ST WEST
246 McKENZIE ST WEST
248 McKENZIE ST WEST
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E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
2
K
E
R
B
&
C
H
A
N
N
E
L
C
O
N
C
F
O
O
T
P
A
T
H
W
O
O
D
E
N
P
I
C
K
E
T
S
C
O
L
O
R
B
O
N
D
S
T
E
E
L
P
I
C
K
E
T
C
O
L
O
R
B
O
N
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
C
O
N
C
F
O
O
T
P
A
T
H
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
C
O
N
C
D
W
A
Y
C
O
N
C
D
W
A
Y
C
O
N
C
F
O
O
T
P
A
T
H
C
O
N
C
F
O
O
T
P
A
T
H
G
A
R
D
E
N
P
A
V
E
DD
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
S
T
E
E
L
P
I
C
K
E
T
B
2
K
E
R
B
&
C
H
A
N
N
E
L
C
O
N
C
D
W
A
Y
B
2
K
E
R
B
&
C
H
A
N
N
E
L
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
4
DEMOLITION & SERVICE CHANGES PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 400
DRAFT 1
PRELIMINARY DESIGN
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.
LEGEND
Removal:
Pavement
Removal:
Kerb
Removal:
Concrete
Removal:
Linemarking
Removal:
Sawcut
Removal:
Pipe
Removal:
Tree
TRAFFIC CONTROL & SIGN ALTERATIONS
SIGN
1
2
3
4
5
6
TYPE
Give Way
ACTION
Remove from site (x2)
Street Signs Relocate (x2)
7
1
5
11
3
2
6
1
7
7
8
4
No Standing (Right) Relocate (x1)
No Standing (Left) Relocate (x1)
Bicycle Lane Relocate (x1)
Neighborhood Watch Sign Remove from site (x1)
SV Post (Coliban) Relocate (x2)
8
Intersection Warning Sign Remove From Site
7
9
5
6
6
5
5
2
5
8
1
1
4
8
10
2
3
SERVICE ALTERATIONS
No.
1
TYPE
Sewer Manhole (Concrete)
ACTION
Lower Ex.MH Cover (approx.100mm) & fit new Class D cover.
Slope cover to match new road surface (Refer WSAA SD:
SEW-1308-V).
AUTHORITY
Coliban Water
2Stop Valve
Relocate or Lower Ex. Valve Cover & Spindle (approx. 100mm)
& fit trafficable cover to match new road surface
Coliban Water
3Stop Valve (x2)
Relocate Ex. Stop Valves outside of proposed Kerb
Coliban Water
4Water Main (100Ø PVC)
& Stop Valve
(TBC) Lower existing water main and relocate stop valve to be
outside of road surface.
Coliban Water
5Communications Duct, Cable
& Pits (x3)
Relocate Duct, Cable & Pits to facilitate road & drainage
construction
Telstra/NBN
6Power Below Ground
(TBC) Lower/Relocate Ex. below ground power to facilitate road
and drainage construction.
Powercor
7Power & Light Pole
Remove Ex. Power & Light Pole (By Others)
Powercor
8Gas
(TBC) Lower Ex. Gas to facilitate road construction
SP Austnet
9House drain (PVC ≈90Ø)
Re-align property drain and connect into new pit.
Council
10Fence
Relocate Ex. Fence to title boundary
Council
11Post Box incl. Conc Slab Council
Remove concrete slab and relocate Post Box
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
239 MACKENZIE ST
WEST
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
238 MACKENZIE ST WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST
WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A BROWNING ST
22 BROWNING ST
24 BROWNING ST
25 BROWNING ST
27 BROWNING ST
12
12Water Main (100Ø DICL) Coliban Water
(TBC) Lower Ex.water main to facilitate drainage construction.
3
T
E
L
S
T
R
A
6
x
P
1
0
0
1
x
P
3
5
T
E
L
S
T
R
A
P
5
0
T
E
L
S
T
R
A
P
3
0
T
E
L
S
T
R
A
P
3
0
T
E
L
S
T
R
A
P
1
0
0
S
E
W
E
R
1
5
0
Ø
P
V
C
T
E
L
S
T
R
A
2
x
P
1
0
0
T
E
L
S
T
R
A
P
1
0
0
T
E
L
S
T
R
A
6
x
P
1
0
0
1
x
P
5
0
T
E
L
S
T
R
A
P
3
5
T
E
L
S
T
R
A
P
3
0
G
A
S
5
0
Ø
S
4
G
A
S
1
0
0
Ø
S
4
G
A
S
5
0
Ø
S
7
G
A
S
1
0
0
Ø
S
4
S
E
W
E
R
4
5
0
Ø
P
P
S
E
W
E
R
4
5
0
Ø
P
P
S
E
W
E
R
1
5
0
Ø
V
C
S
E
W
E
R
1
5
0
Ø
P
V
C
T
E
L
S
T
R
A
P
3
5
S
E
W
E
R
1
5
0
Ø
V
C
S
E
W
E
R
1
5
0
Ø
V
C
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
1
0
0
Ø
A
C
W
A
T
E
R
1
0
0
Ø
C
IC
L
W
A
T
E
R
1
0
0
Ø
D
I
C
L
(
A
B
A
N
D
O
N
E
D
)
W
A
T
E
R
1
0
0
Ø
P
V
C
(
A
B
A
N
D
O
N
E
D
)
W
A
T
E
R
1
8
0
Ø
P
E
W
A
T
E
R
1
8
0
Ø
P
E
W
AT
ER
100Ø
D
IC
L
W
A
T
E
R
1
0
0
Ø
P
V
C
W
A
T
E
R
1
0
0
Ø
C
IC
L
W
A
T
E
R
1
0
0
Ø
P
V
C
3
7
5
Ø
R
C
P
2
2
5
Ø
R
C
P
G
A
S
1
0
0
Ø
S
4
VEGETATION REMOVALS
TREE
1
TYPE
Street Tree
ACTION
Confirm on site with superintendent
prior to removal, grind stump, backfill
with CL3 FCR
Street Tree
Confirm on site with superintendent
prior to removal, grind stump, backfill
with CL3 FCR
2
Removal:
Paving/Asphalt Driveway
Remove Mackenzie Street
West centreline and southbound
bike lane linemarking (approx
40m length) to the south to
match proposed linemarking
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
5
GENERAL LAYOUT & FINISHES
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 400
DRAFT 1
PRELIMINARY DESIGN
LEGEND
EXISTING CONTOURS
- Levels to AHD (0.10m interval)
DESIGN CONTOURS
- Levels to AHD (0.10m interval)
DESIGN PAVEMENT
(Refer: Sheet 2)
CONCRETE KERB
(Refer: IDM SD100)
CONCRETE APRON
(Refer: Sheet 2)
CONCRETE FOOTPATH
(Refer: IDM SD205)
CONCRETE MEDIAN
(Refer: Sheet 2)
NATURE STRIP
(Refer: Sheet 2)
CONCRETE DRIVEWAY
(Refer: IDM SD250)
DRAINAGE
(Pits & Pipes)
LANDSCAPE AREA
(Refer: Sheet 2)
PAVEMENT TYPE 2
(Refer: Sheet 2)
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
Disturbance to the Ex.Tree to be minimised.
Provide a Tree Protection Zone (TPZ) as specified
Disturbance to the Ex.Tree to be minimised.
Provide a Tree Protection Zone (TPZ) as specified
Match footpath into Ex. Comms. Pit cover
Match new drainage pit into existing 375Ø RCP
Provide new driveway layback and match into ex.
asphalt driveway
Provide new driveway layback and concrete
driveway between layback and footpath
Match road surface neatly into ex. pit
Construction new 1m x 1m (min) concrete
pad and install relocated Post Box from
the east (Subject to AusPost Approval)
Match into existing comms. pit
Remove Ex.Water SV Cover and lower (approx 100mm)
matching new trafficable cover into road levels
Decommission Ex.Water Valve and install new valve as close as
practicable in naturestrip (Subject to Coliban Water approval)
Ex.Communications Pits, Ducts & Cable to be relocated
to facilitate road and drainage construction
Take up level difference at building line with
retaining structure (approx 200mm), next to
fence line or incorporate in new fence
Ex.Power pole to be removed/relocated.
Refer to Powercor relocations plan for details
(Subject to Powercor Approval)
Ex.Tree to be removed (confirm with
superintendent on site before removing any trees)
Ex.Water valve to be relocated or remove ex. cover and lower
(approx 100mm) matching new trafficable cover into road levels
Ex.Communications Pits, Ducts & Cable to be relocated
to facilitate road and drainage construction
Take up level difference at building line with retaining
structure (approx 200mm)
Provide new driveway layback for 2x driveways,
match into ex. paved driveway and replace
concrete driveway
Ex.Tree to be removed (confirm with
superintendent on site before removing any trees)
Ex.Below ground power to be lowered, refer to Powercor
relocations plan for details (subject to Powercor Approval)
Construct new drainage pit to collect EX.225Ø pipe
Ex.Fence to be relocated to title boundary
Ex.Communications Pits, Ducts & Cable
to be relocated to facilitate road and
drainage construction
Ex.Sewer MH cover to be removed and replaced with a
Class D cover. Slope to match into new road surface.
Slope cover in accordance with WSAA SD: SEW-1308-V.
(Subject to Coliban Water Approval)
Re-align property drain and connect into new pit
Decommission Ex.Water Valve and install new valve as close as
practicable in naturestrip (Subject to Coliban Water approval)
Find ex.sewer structure, extend sewer approx. 10m and
construct Class D MH in new footpath, cover slope to match
footpath levels (Subject to Coliban Water Approval)
239 MACKENZIE ST WEST
238 MACKENZIE ST WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A BROWNING ST
22 BROWNING ST
24 BROWNING ST
25 BROWNING ST
27 BROWNING ST
237 MACKENZIE ST
WEST
235 MACKENZIE
ST WEST
SD590G
1
SD590G
2
SD590H
3
SD590H
4
SD590G
5
SD590G
6
SD590G
7
SD590G
8
SD590G
9
Lower Ex. Water Main to meet minimum Coliban Water Requirements.
Proposed Land Acquisition Boundary
Proposed Land Acquisition Boundary
0
5
1
0
1
5
2
0
2
5
3
0 35
4
0
4
5
5
0
5
5
6
0
0
5
1
0
1
5
2
0
2
5
3
0
35
40
4
5
5
0
0
5
1
0
1
5
2
0
25
30
3
5
4
0
45
50
55
6
0
6
1
0
5
1
0
1
5
2
0
2
5
3
0
3
5
40
4
5
5
0
5
5
6
0
6
4
0
5
10
1
5
2
0
25
3
0
3
5
4
0
4
5
5
0
5
5
2
5
0
2
0
1
9
0
6.10
8.50
15.00
6.50
4.57
4
.
5
1
4.13
4
.
7
0
4.59
4
.
3
7
3.70
4
.
0
8
5
.
4
7
4.05
4
.
9
6
5.07
5
.
4
8
4.43
5
.
8
2
5.05
2
.
0
2
.0
2
.
0
2
.
0
1
.
5
1
.
5
1
.
5
1
.
5
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
3
0
4
0
5
0
6
0
7
0
8
0
9
0
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
6
GEOMETRIC SETOUT PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 400
DRAFT 1
PRELIMINARY DESIGN
NOTES
1. Setout will be issued with IFC Drawings
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
Transition from existing
B2 kerb to SEP
KE
RB
F (
SM
3)
K
E
R
B
G
(S
M
3
)
K
E
R
B
H
(
S
M
3
)
K
E
R
B
E
(
S
M
3
)
K
E
R
B
A
(
S
M
2
)
K
E
R
B
B
(
S
M
2
)
K
E
R
B
E
(
S
M
2
)
T
R
A
N
S
I
T
I
O
N
O
V
E
R
2
.
5
m
T
R
A
N
S
IT
IO
NO
V
E
R
5
m
T
R
A
N
S
IT
IO
N
O
V
E
R
C
U
R
V
E
T
R
A
N
S
I
T
I
O
N
O
V
E
R
C
U
R
V
E
T
R
A
N
S
I
T
I
O
N
O
V
E
R
C
U
R
V
E
TR
AN
SIT
IO
N
O
VE
R
C
U
R
VE
K
E
R
B
C
(
S
M
2
)
K
E
R
B
D
(
S
M
2
)
K
E
R
B
J
(
S
M
3
)
Transition from
existing B2 kerb to
driveway layback
Transition from existing
B2 kerb to SEP
Transition from pedestrian
crossing to curve
KERB (SM1)
KERB (SM1)
KERB (SM1)
KERB (SM1)
239 MACKENZIE ST WEST
238 MACKENZIE ST WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A BROWNING ST
22 BROWNING ST
24 BROWNING ST
25 BROWNING ST
27 BROWNING ST
237 MACKENZIE ST
WEST
235 MACKENZIE
ST WEST
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
7
SIGNS & LINEMARKING PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
NOT TO SCALE
DRAFT 1
PRELIMINARY DESIGN
LEGEND
TACTILE GROUND SURFACE INDICATOR (TGSI)
Install black coloured stick/screw down polyeurathane TGSI plates (Refer: AS1428.4)
LINEMARKING & PAVEMENT MARKINGS
Spotting for linemarking shall be marked at 3m (min) centres using digital setout provided
by CoGB. Spotting shall be approved by the Superintendent prior to linemarking
(Refer: AS1742.2 & VR Supp to AS1742.2)
RAISED REFLECTIVE PAVEMENT MARKER (RRPM)
(Refer: AS1742.2 & VR Supp to AS1742.2)
SIGNAGE
All signage shall be installed 0.5 (min) behind the face of kerb to the edge of the sign
239 MACKENZIE ST
WEST
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
238 MACKENZIE ST
WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST
WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A
BROWNING
ST
22 BROWNING ST
25 BROWNING ST
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
235 MACKENZIE
ST WEST
TRAFFIC CONTROL & SIGN ALTERATIONS
SIGN
1
2
3
4
5
TYPE ACTION
Supply and Install (x4)
Supply and Install (x4)
R1-3(A)
DESCRIPTION
Regulatory - Roundabout Control (Giveway)
R2-3-L(A) Regulatory - Keep Left
Reinstall existing sign from Demo 4 (x1)
G5-1A
Street Name Signs - "MacKenzie St West" &
"Browning St"
R3-35-LR
Regulatory - No Standing (Left & Right)
R3-35-L
Regulatory - No Standing (Left)
8
R2-2(L)
Regulatory - One Way (Left)
Supply and Install (x1)
Supply and Install (x1)
Supply and Install (x1)
1
1
1
1
2
2
2
2
3
4
5
7
7
7
7
7
G9-57(A) Supply and Install (x4)Warning - Watch for Bicycles
6R3-35-R
Regulatory - No Standing (Left) Supply and Install (x1)
6
9
R2-2(R)
Regulatory - One Way (Right)
Supply and Install (x1)
8
9
10
10 R7-1-4B
Warning - Bicycle Lane
Reinstall existing sign from Demo (x1)
11
11
5
11W2-7B
Warning - Roundabout Ahead
Supply and Install (x1)
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
MG
A N
OR
TH
237 MACKENZIE
ST WEST
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
B
I
T
U
M
E
N
D
R
I
V
E
W
A
Y
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
C
O
N
C
F
O
O
T
P
A
T
H
C
A
R
P
A
R
K
B
2
K
E
R
B
&
C
H
A
N
N
E
L
B
2
K
E
R
B
&
C
H
A
N
N
E
L
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
B
I
T
U
M
E
N
D
R
I
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E
W
A
Y
W
O
O
D
E
N
G
A
R
D
E
N
E
D
G
I
N
G
C
O
N
C
F
O
O
T
P
A
T
H
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
O
L
D
W
O
O
D
E
N
P
A
I
L
I
N
G
S
B
R
I
C
K
B
R
IC
K
H
O
R
IZ
. S
T
E
E
L
POST
BOX
S
M
2
K
E
R
B
&
C
H
A
N
N
E
L
B
2
K
E
R
B
&
C
H
A
N
N
E
L
B
2
K
E
R
B
&
C
H
A
N
N
E
L
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
I
K
E
L
A
N
E
B
2
K
E
R
B
&
C
H
A
N
N
E
L
C
O
N
C
F
O
O
T
P
A
T
H
W
O
O
D
E
N
P
I
C
K
E
T
S
C
O
L
O
R
B
O
N
D
S
T
E
E
L
P
I
C
K
E
T
C
O
L
O
R
B
O
N
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
N
O
T
F
E
N
C
E
D
C
O
N
C
F
O
O
T
P
A
T
H
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
C
O
N
C
D
W
A
Y
C
O
N
C
D
W
A
Y
C
O
N
C
F
O
O
T
P
A
T
H
C
O
N
C
F
O
O
T
P
A
T
H
G
A
R
D
E
N
P
A
V
E
DD
R
I
V
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
S
T
E
E
L
P
I
C
K
E
T
B
2
K
E
R
B
&
C
H
A
N
N
E
L
C
O
N
C
D
W
A
Y
B
2
K
E
R
B
&
C
H
A
N
N
E
L
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
8
EARTHWORKS CUT / FILL PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 400
DRAFT 1
PRELIMINARY DESIGN
CUT / FILL LEVELS TABLE
Range #
1
2
3
4
5
6
7
Minimum Level
-1.000
-0.400
-0.200
-0.100
0.000
0.100
0.200
Maximum Level
-0.400
-0.200
-0.100
0.000
0.100
0.200
0.400
Color
8 0.400 1.000
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.
Denotes Required
Service Depth Locations
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
Water 900Ø SCL
Telstra P30
Water 100Ø DICL
Water 900Ø SCL
Gas 100S4
Power
Water 180Ø PE
Telstra 4xP100 1xP50
Telstra P35
Telstra P35
Telstra 2xP100
T
E
L
S
T
R
A
6
x
P
1
0
0
1
x
P
3
5
T
E
L
S
T
R
A
P
5
0
T
E
L
S
T
R
A
P
3
0
T
E
L
S
T
R
A
P
3
0
T
E
L
S
T
R
A
P
1
0
0
S
E
W
E
R
1
5
0
Ø
P
V
C
T
E
L
S
T
R
A
2
x
P
1
0
0
T
E
L
S
T
R
A
P
1
0
0
T
E
L
S
T
R
A
6
x
P
1
0
0
1
x
P
5
0
T
E
L
S
T
R
A
P
3
5
T
E
L
S
T
R
A
P
3
0
G
A
S
5
0
Ø
S
4
G
A
S
1
0
0
Ø
S
4
G
A
S
5
0
Ø
S
7
G
A
S
1
0
0
Ø
S
4
S
E
W
E
R
4
5
0
Ø
P
P
S
E
W
E
R
4
5
0
Ø
P
P
S
E
W
E
R
1
5
0
Ø
V
C
S
E
W
E
R
1
5
0
Ø
P
V
C
T
E
L
S
T
R
A
P
3
5
S
E
W
E
R
1
5
0
Ø
V
C
S
E
W
E
R
1
5
0
Ø
V
C
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
9
0
0
Ø
S
C
L
W
A
T
E
R
1
0
0
Ø
A
C
W
A
T
E
R
1
0
0
Ø
C
IC
L
W
A
T
E
R
1
0
0
Ø
D
I
C
L
(
A
B
A
N
D
O
N
E
D
)
W
A
T
E
R
1
0
0
Ø
P
V
C
(
A
B
A
N
D
O
N
E
D
)
W
A
T
E
R
1
8
0
Ø
P
E
W
A
T
E
R
1
8
0
Ø
P
E
W
AT
ER
100Ø
D
IC
L
W
A
T
E
R
1
0
0
Ø
P
V
C
W
A
T
E
R
1
0
0
Ø
C
IC
L
W
A
T
E
R
1
0
0
Ø
P
V
C
3
7
5
Ø
R
C
P
2
2
5
Ø
R
C
P
G
A
S
1
0
0
Ø
S
4
239 MACKENZIE ST WEST
238 MACKENZIE ST WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A BROWNING ST
22 BROWNING ST
24 BROWNING ST
25 BROWNING ST
27 BROWNING ST
237 MACKENZIE ST
WEST
235 MACKENZIE
ST WEST
Gas 100S4
Power, Telstra P100
Gas 100S4, Water 100PVC & Power
MG
A N
OR
TH
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
9
SURFACE SLOPE PLAN
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
1 : 400
DRAFT 1
PRELIMINARY DESIGN
SLOPE INDEX
0.0% - 1.0%
1.0% - 2.0%
2.0% - 3.0%
3.0% - 4.0%
4.0% - 6.0%
6.0% - 8.0%
8.0% - 12.5%
12.5% - 20.0%
> 20.0%
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.
LEGEND
DESIGN CONTOURS
- Levels to AHD (0.10m interval)
B
R
O
W
N
IN
G
S
T
B
R
O
W
N
I
N
G
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
M
A
C
K
E
N
Z
I
E
S
T
W
E
S
T
-
0
.
7
%
-
1
.
8
%
-
1
.
7
%
+
1
.6
%
+0.2%
+
3
.
1
%
-
3
.
4
%
+
2
.
9
%
-
2
.
6
%
+
3
.
7
%
-
4
.3
%
-3.0%
-
3
.
2
%
-
4
.
3
%
-
3
.
8
%
-4
.0
%
-5.2%
-
3
.
1
%
-
3
.
2
%
-
2
.
9
%
-
2
.
3
%
+2.7%
+
3
.
2
%
-
3
.
7
%
239 MACKENZIE ST WEST
238 MACKENZIE ST WEST
240 MACKENZIE
ST WEST
241 MACKENZIE ST
WEST
243A
MACKENZIE
ST WEST
242 MACKENZIE ST WEST
244 MACKENZIE ST
WEST
246 MACKENZIE ST
WEST
16 BROWNING ST
19 BROWNING ST
20 BROWNING ST
20A BROWNING ST
22 BROWNING ST
24 BROWNING ST
25 BROWNING ST
27 BROWNING ST
237 MACKENZIE ST
WEST
235 MACKENZIE
ST WEST
-5.00
246.51
0.00
246.48
246.48
2.47
246.49
246.47
2.50
246.49
246.47
5.00
246.51
246.46
5.22
246.51
246.46
7.50
246.50
246.44
10.00
246.47
246.42
16.15
246.38
246.37
20.00
246.47
246.31
21.15
246.43
246.28
23.86
246.32
246.19
26.15
246.24
246.09
30.00
246.02
245.91
30.87
245.97
245.86
40.00
245.46
245.43
47.62
245.14
245.06
50.00
245.03
244.95
50.79
245.00
244.91
52.62
244.92
244.83
54.46
244.84
244.79
56.29
244.75
244.74
58.13
244.67
244.67
59.56
244.60
244.60
60.00
244.59
64.56
244.40
-5.00
249.59
0.00
249.12
249.12
2.50
248.88
248.89
8.87
248.42
248.28
10.00
248.35
248.18
15.12
247.98
247.76
20.00
247.58
247.45
20.06
247.58
247.44
21.37
247.50
247.38
27.27
247.26
247.08
29.44
247.12
246.97
30.00
247.09
246.95
31.94
247.02
246.87
34.44
246.74
246.83
40.00
246.74
246.78
42.34
246.75
246.76
45.98
246.77
246.74
46.32
246.78
246.73
46.81
246.78
246.74
46.98
246.79
246.74
47.98
246.80
246.77
48.98
246.81
246.80
49.98
246.81
246.81
50.00
246.81
54.98
246.84
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.239
KERB A - KERB RETURN - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.241
KERB B - KERB RETURN - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
Sag
600
300110 190
275
40
190
SM2 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
600
300110 190
275
40
190
SM2 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
R-4.70mR5.30mR30.30mR10.30mR50.30m
0.61 %4.00 %-0.80 %-5.00 %-9.50 %-9.43 %-9.43 %
2mVC2mVC5.00m VC12.50m VC
IP
246.81
IP
246.73
IP
246.85
IP
247.69
IP
248.89
R-4.70mR5.30mR32.30mR10.30mR50.30mR5.3mR-4.7m
-4.11 %-4.49 %-1.89 %-4.80 %-0.80 %-0.50 %-0.52 %
3.67mVC3.67mVC10.00m VC5.00m VC
IP
244.60
IP
244.75
IP
244.82
IP
246.33
IP
246.46
IP
246.48
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
10
KERB RETURN - KERB LIP LONGITUDINAL SECTIONS 1
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
-5.00
246.43
0.00
246.49
246.49
2.09
246.49
246.51
2.50
246.49
246.51
5.66
246.49
246.54
10.00
246.63
246.59
15.38
246.76
246.64
18.53
246.85
246.72
20.00
246.95
246.79
20.38
246.98
246.81
24.47
247.36
247.11
25.38
247.44
247.20
30.00
247.83
247.68
38.06
248.54
248.50
40.00
248.74
248.70
40.68
248.81
248.77
45.68
249.29
249.24
49.16
249.47
249.52
50.00
249.53
249.59
50.68
249.58
249.63
55.68
249.95
250.01
60.00
250.38
250.38
60.68
250.44
250.44
65.68
250.90
-5.00
244.49
0.00
244.66
244.66
0.52
244.68
244.68
5.00
244.83
244.85
10.00
245.11
245.05
20.00
245.43
245.47
29.18
245.92
245.85
30.00
245.96
245.89
30.24
245.97
245.90
35.68
246.13
246.06
36.68
246.14
246.08
40.00
246.18
246.11
41.78
246.08
246.12
44.18
246.09
246.11
50.00
246.06
246.06
52.11
246.04
246.05
57.11
246.01
246.01
57.11
246.01
246.01
59.05
245.98
245.97
60.00
245.95
245.94
60.99
245.91
245.90
60.99
245.91
245.90
61.00
245.91
245.90
62.72
245.84
245.84
64.44
245.81
245.81
69.44
245.78
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.242
KERB C - KERB RETURN - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.240
KERB D - KERB RETURN - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
Crest
600
300110 190
275
40
190
SM2 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
600
300110 190
275
40
190
SM2 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
R-4.70mR5.30mR30.30mR10.30mR60.30m
-0.74 %-0.74%-4.5%-0.80 %4.20 %3.51 %3.51 %
3.45mVC3.88mVC15.00m VC10.00m VC
IP
245.82
IP
245.99
IP
246.17
IP
244.84
R70.00mR-38.70mR29.30mR10.30mR60.30mR5.3mR-4.7m
9.20 %9.20 %7.00 %10.25 %1.00 %1.04 %1.04 %
10.00m VC10.00m VC10.00m VC
IP
249.98
IP
249.28
IP
246.69
IP
246.51
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
11
KERB RETURN - KERB LIP LONGITUDINAL SECTIONS 2
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
0.00
246.40
246.50
5.00
246.24
246.22
10.00
246.11
246.08
11.82
246.10
246.07
15.00
246.18
246.11
20.00
246.33
246.28
23.65
246.44
246.50
25.00
246.48
246.60
27.65
246.55
246.79
29.47
246.60
246.92
30.00
246.62
246.96
35.00
246.71
247.21
39.47
246.87
247.28
40.00
246.88
247.28
45.00
246.75
247.17
49.47
246.60
246.92
50.00
246.60
246.88
55.00
246.42
246.52
55.29
246.40
246.50
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.240
KERB J - ROUNDABOUT - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
Sag
Crest
275
600
300110 190
10
125
140
SM3 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
R8.80mR8.80m
-7.20 %7.20 %-7.20 %
20.00m VC23.65m VC
IP
246.50
IP
247.64
IP
245.65
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
12
ROUNDABOUT - KERB LIP LONGITUDINAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
0.00
246.73
246.73
20.52
246.68
246.63
21.91
246.67
246.62
22.19
246.66
246.62
23.02
246.66
246.62
25.52
246.65
246.64
26.79
246.65
246.65
31.78
246.65
246.70
32.10
246.65
246.70
32.84
246.63
246.69
33.03
246.63
246.69
33.90
246.60
246.65
35.12
246.57
246.59
36.16
246.55
246.54
36.86
246.54
246.52
38.05
246.53
246.51
38.59
246.54
246.51
50.48
246.65
246.63
51.85
246.66
246.64
56.85
246.68
246.68
61.07
246.69
246.69
61.85
246.68
246.69
68.94
246.68
246.68
68.97
246.68
246.68
69.65
246.69
246.69
70.35
246.70
246.71
71.06
246.72
246.72
71.60
246.73
246.73
71.76
246.73
246.73
0.00
248.17
248.18
2.50
247.93
247.97
6.50
247.55
247.62
9.13
247.32
247.40
9.57
247.29
247.37
9.70
247.28
247.37
9.76
247.28
247.37
10.02
247.27
247.38
10.40
247.27
247.40
13.44
247.33
247.54
13.98
247.33
247.57
14.52
247.35
247.59
15.06
247.39
247.63
15.60
247.43
247.66
22.85
248.13
248.14
24.12
248.23
248.23
24.50
248.23
248.24
24.55
248.23
248.24
24.98
248.20
248.22
25.41
248.17
248.18
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.241
KERB E - MEDIAN ISLAND - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.242
KERB F - MEDIAN ISLAND - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
Crest
Crest
Crest
Crest
Sag
Sag
Sag
Sag
275
600
300110 190
10
125
140
SM3 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
275
600
300110 190
10
125
140
SM3 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
R
0
.
9
0
m
R
0
.
9
0
m
R1.50m
R
0
.
6
0
m
R
0
.
6
0
m
R-30.20m
-
8
.
6
3
%
6
.
6
9
%
6
.
6
9
%
6
.
7
0
%
5
.
5
4
%
4
.
6
4
%
4
.
6
4
%
4
.
6
4
%
-
8
.
6
3
%
-
8
.
6
3
%
0.86m VC1.08mVC1.08mVC0.89mVC
IP
248.26
IP
247.62
IP
247.56
IP
247.36
R0.9mR0.9mR301.50mR-74.70mR1.50mR0.6mR-35.2mR-19.70mR-299.70m
-0.50 %3.70 %-0.08 %-0.08 %1.00 %-5.50 %1.00 %-0.50 %
1.41mVC1.41mVC10.00m VC3.46mVC2.12mVC5.00m VC
IP
246.73
IP
246.68
IP
246.69
IP
246.49
IP
246.71
IP
246.61
600
300110 190
275
40
190
SM2 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
13
MEDIAN ISLAND - KERB LIP LONGITUDINAL SECTIONS 1
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
0.00
246.25
246.25
2.26
246.26
246.26
2.50
246.26
246.26
4.76
246.27
246.27
7.26
246.26
246.26
10.22
246.25
246.25
10.31
246.25
246.25
10.62
246.25
246.25
11.02
246.26
246.26
11.53
246.29
246.28
15.19
246.45
246.43
16.02
246.47
246.46
16.57
246.48
246.48
16.84
246.48
246.48
17.12
246.48
246.48
17.67
246.47
246.47
26.63
246.34
246.34
27.27
246.32
246.32
27.91
246.29
246.29
28.55
246.26
246.26
29.10
246.25
246.25
29.19
246.25
246.25
0.00
245.52
245.55
3.53
245.71
245.73
6.33
245.81
245.86
7.41
245.85
245.91
8.03
245.87
245.93
8.21
245.88
245.93
8.65
245.89
245.93
8.67
245.89
245.93
11.98
245.78
245.84
12.69
245.74
245.82
13.54
245.69
245.79
14.39
245.65
245.75
19.97
245.45
245.48
20.44
245.44
245.47
20.92
245.45
245.48
21.16
245.46
245.50
22.36
245.52
245.55
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.241
KERB G - MEDIAN ISLAND - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
CHAINAGE
EXISTING SURFACE
DESIGN LIP OF KERB
DATUM R.L.240
KERB H - MEDIAN ISLAND - KERB LIP PROFILE
SCALES: HORIZONTAL 1:300 VERTICAL 1:100 (A3)
V.C. LENGTH (m)
DESIGN CLINE GRADE (%)
HORIZ CURVE DATA
Crest
Crest
Crest
Sag
Sag
Sag
275
600
300110 190
10
125
140
SM3 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
275
600
300110 190
10
125
140
SM3 KERB PROFILE - IDM SD100
Setout is to
lip of kerb
R0.9mR0.9mR1.50m
R
0
.
6
m
R
0
.
6
m
R-30.1m
4
.
8
6
%
-
4
.
8
3
%
-
4
.
8
3
%
-
4
.
8
3
%
-
2
.
7
3
%
-
2
.
7
3
%
-
2
.
7
3
%
4
.
8
6
%
4
.
8
7
%
0.96m VC1.70m VC1.25m VC
IP
245.46
IP
245.79
IP
245.94
R0.9mR0.9mR1.50mR0.60mR-30.20m
0
.
5
%
-
6
.
6
6
%
-
1
.
4
1
%
-
1
.
4
1
%
-
1
.
4
1
%
4
.
0
%
-
0
.
5
%
0
.
5
%
1.28mVC1.28mVC1.10m VC0.80m VC5.00m VC
IP
246.25
IP
246.33
IP
246.48
IP
246.25
IP
246.27
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
14
MEDIAN ISLAND - KERB LIP LONGITUDINAL SECTIONS 2
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
239.0
375
100.0
RCP RRJ CL2
1.000
5.71
24
5.3
52
45
.4
5
0.0
0
244.572
244.618
0.8
8
0.8
3
0.00
0.00
1
375
20.0
RCP RRJ CL2
5.000
38.39
24
5.5
72
45
.7
4
5.7
1
244.676
244.696
1.0
6
1.0
4
0.00
0.00
2
375
100.0
RCP RRJ CL2
1.000
11.70
24
8.0
22
47
.9
0
44
.1
0
246.615
246.715
1.2
8
1.1
8
0.00
0.00
3
24
8.0
52
47
.8
1
55
.8
0
246.832
0.9
80.00
4
238.0
300
50.0
RCP RRJ CL2
2.000
16.01
24
5.3
52
45
.4
5
0.0
0
244.572
244.618
0.8
8
0.8
3
0.00
0.00
1
300
30.0
RCP RRJ CL2
3.333
15.43
24
5.9
02
45
.9
0
16
.0
1
244.939
245.289
0.9
6
0.6
1
0.00
0.00
5
300
100.0
RCP RRJ CL2
1.000
8.27
24
6.4
92
46
.4
7
31
.4
4
245.803
245.823
0.6
7
0.6
5
0.00
0.00
6
300
50.0
RCP RRJ CL2
2.000
7.51
24
6.6
42
46
.7
2
39
.7
1
245.906
245.926
0.8
1
0.7
9
0.00
0.00
7
24
6.7
82
46
.8
3
47
.2
2
246.076
0.7
50.00
8
241.0
300
12.0
RCP RRJ CL2
8.333
26.34
24
8.0
22
47
.9
0
0.0
0
246.615
247.265
1.2
8
0.6
3
0.00
0.00
3
25
0.3
52
50
.3
5
26
.3
4
249.460
0.8
90.00
9
PIPE LENGTH
& CHAINAGE
EXISTING SURFACE
DESIGN SURFACE
INVERT LEVEL
H.G.L. LEVELS
DEPTH TO INVERT
PIPE GRADE (1 in)
PIPE SIZE (mm)
FULL PIPE VEL (m/s)
20% AEP FLOW (L/s)
ACTUAL VELOCITY (m/s)
HGL CAPACITY (L/s)
DATUM R.L
DRAINAGE LONGITUDINAL SECTION
SCALES: HORIZONTAL 1:500 VERTICAL 1:100
PIPE TYPE
PIPE GRADE (%)
Wa
te
r S
CL
9
00
Ø
Te
lstra
P
VC
P
30
Wa
te
r P
E1
00
1
80
Ø
Dra
in
ag
e R
CP
3
75
Ø (T
O B
E R
EM
OV
ED
)
Ga
s S
te
el 1
00
Ø
Dra
in
ag
e R
CP
3
75
Ø
Te
lstra
P
VC
P
10
0
Dra
in
ag
e R
CP
2
25
Ø (T
O B
E R
EM
OV
ED
)
Te
lstra
P
VC
P
10
0
Dra
in
ag
e R
CP
3
00
Ø (T
O B
E R
EM
OV
ED
)
Te
lstra
P
VC
P
30
Wa
te
r D
IC
L 1
00
Ø
Wa
te
r S
CL
9
00
Ø
Ele
ctricity P
VC
1
00
Ø
SE
P 600x900
CoG
B S
D590G
Construct pit
over Ex.375 RCP
SE
P 600x900
CoG
B S
D590G
750x900 P
IT
CoG
B S
D590H
2700 E
KI (R
IG
HT
)
750x900 P
IT
CoG
B S
D590H
2700 E
KI (LE
FT
)
SE
P 600x900
CoG
B S
D590G
Construct pit
over Ex.375 RCP
SE
P 600x900
CoG
B S
D590G
SE
P 600x900
CoG
B S
D590G
SE
P 600x900
CoG
B S
D590G
SE
P 600x900
CoG
B S
D590G
750x900 P
IT
CoG
B S
D590H
2700 E
KI (R
IG
HT
)
SE
P 600x900
CoG
B S
D590G
Note: Existing
services are to be
located and depthed
prior to finalising the
drainage design
Se
we
r E
X 1
50
Ø
Se
we
r T
ru
nk P
P 4
50
Ø
Se
we
r T
ru
nk P
P 4
50
Ø
Wa
te
r P
VC
10
0 1
00
Ø (A
BA
ND
ON
ED
)
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
15
DRAINAGE LONGITUDINAL SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
As Shown
DRAFT 1
PRELIMINARY DESIGN
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.
LEGEND
EXISTING PIPE
TO REMAIN
DESIGN PIPE / PIT
or ENDWALL
TRENCH BACKFILL (BEHIND KERB)
Refer: CoGB SD390
TRENCH BACKFILL (UNDER NEW ROAD)
Refer: CoGB SD391
TRENCH BACKFILL (UNDER EXISTING ROAD)
Refer: CoGB SD392
PIT SCHEDULE
Pit N
o.
Pit T
yp
e
Pit W
id
th
Pit L
en
gth
Ou
tle
t D
ia
me
te
r
Ou
tle
t In
ve
rt R
L
In
le
t D
ia
me
te
r
In
le
t In
ve
rt R
L
Pit D
ep
th
Pit L
id
L
eve
l
Sta
nd
ard
Dra
win
g
Comment
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
16
DRAINAGE PIT SCHEDULE
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
Plot Date:
TPDPlotted By:
18/09/2019
Sheet: Reference:
OF 16
-/-/19
-/-/19
A
GB4515.dwg
A3
- - - -
GB4515
MACKENZIE ST WEST/BROWNING ST
KANGAROO FLAT
ROUNDABOUT
360 DEGREES SURVEYING PTY LTD
A. COLUMBINE (TPD)
-
-
30/05/2019
30/08/2019
N/A
DRAFT 1
PRELIMINARY DESIGN
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.