GB4605 BLACKSPOT SAFETY UPGRADE
Transcript of GB4605 BLACKSPOT SAFETY UPGRADE
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169 Peatlings Road
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184 Peatlings Road
LOCALITY MAP
PEATLINGS ROAD, BAGSHOT
GB4605
BLACKSPOT SAFETY UPGRADE
OCTOBER 2019
PROJECT SUMMARY
- PAVEMENT RECONSTRUCTION
- SHOULDER WIDENING
- SAFETY BARRIER
- LINEMARKING
PROJECT EXTENTS
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
-
1
COVER SHEET
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
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GB4605.dwg
A3
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LEIGH OLIVER
11/12/2019
DOCUMENT CONTROL
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DRAFT TENDER CONSTRUCTION
REVISION REVISION REVISION
1 COVER SHEET A
2 GENERAL NOTES & TYPICAL SECTION A
3 GEOMETRIC LAYOUT & CONTROL A
4 DETAIL LAYOUT A
5 DETAIL LAYOUT A
8 ROAD LONGITUDINAL SECTION A
9 ROAD CROSS SECTIONS A
10 ROAD CROSS SECTIONS A
PEATLINGS ROAD
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Traffic Lane Traffic Lane
3.20
Verge
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Verge
1.50
3.20
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1.50
TYPICAL ROAD SECTION
NOT TO SCALE
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Shoulder
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Sealed Shoulder
(where indicated)
"Varies" "V
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2.00
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
-
2
GENERAL NOTES & TYPICAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
VEGETATION PROTECTION NOTES
1. If fencing is required as a condition of the Planning Permit or as a result of the
pre-construction meeting, a three strand star picket and wire fence shall be constructed.
2. All trees and shrubs are to be retained unless otherwise shown or directed by the
Superintendent's Representative.
3. No tree or native vegetation is to be disturbed or removed without prior approval. Any
approved trees or vegetation removed as part of the works are not to be burnt onsite.
4. 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.
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.
DRAINAGE CONSTRUCTION NOTES
1. The Superintendent's Representative and Design Engineer must be notified if any any modifications
to drainage design are required due to unforseen circumstances identified during works onsite.
2. Any property storm water pipes located during Works are to be plumbed to the nearest pit. Where
this is not practical, seek approval from the Superintendent's Representative to connect
stormwater into kerb or into the nearest storm water pipe.
3. All drainage pits are to be constructed as per the noted Standard Drawing.
4. Invert fall through pits is to be a min. of 30mm unless noted otherwise.
5. Concrete pit walls are to be sponge finished and floors are to be shaped for best hydraulic
efficiency unless noted otherwise.
6. Pit lids are to be installed flush with the surrounding surface unless noted otherwise.
7. Where concrete box culverts (CBC) or Crown Units are specified, they are to be compliant to
AS1597.
8. Pipe extensions are to be constructed by removing the remaining stub of the existing pipe to be
extended, and then connecting the new pipe at the socket.
9. All pipe backfill is to be constructed as per the noted Standard Drawing.
10. The location of any saw cuts in asphalt are to be kept the minimum required trench width until
after the pipe is laid and backfilled up to 300mm from surface. At this point, a further 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 accordingingly whilst causing minimal disruption to
property owners.
13. Gas and Water property services encountered during construction are to be altered and
reconnected to the appropriate standard and to the satisfaction of the Superintendents
Representative.
PAVEMENT DETAILS:
SEAL: - Cutback bitumen primerseal:
Two coat, C170, size 14/7mm stone
BASE: 180mm Class 1 FCR (20mm)
Compact to a min. of 98% MMDD
(min CBR 80)
SUB GRADE: 250mm Insitu stabilised existing material.
20/60/20 GP/Slag/Lime
2% by mass (10kg/m2)
TOTAL: 430mm (Includes stabilised depth)
*See notes (this page) for all compaction and testing requirements
SELECT FILL: Existing pulverised road pavement material with
a min. CBR 8
Fill material to be free of topsoil & vegetative
matter.
Where depth of fill is to be less than 200mm,
tine existing pavement to a depth of 200mm
below stabilised layer, then compact to
95%SMDD
SUBGRADE CONSTRUCTION NOTES
1. The existing pavement (including asphalt & seal layers) to be pulverised to a
depth of 200mm ensuring that all asphalt is grounded to a suitable size for
workability.
2. Pulverised material to be windrowed and mixed to create a consisent mix
over the full width of road before spreading, trimming and lightly
compacting/shaping to form desired finished road level.
3. After the completion of excavation to subgrade finished level, subgrade
material shall be inspected by the Superintendent's Representative before
any stabilising commences. The nominated stabilising product, blend and
spread rate shall then be confirmed at this point once the formed subgrade
material has been visually assessed by the Superintendent's Representative.
4. Prior to spreading stabilising product, subgrade to be ripped to 250mm depth
and moisture conditioned moderately before spreading of 10kg/m2 triple
blended cementitious binder product. ie (20/60/20 GP/Slag/Lime).
5. Selected binder to be spread and mixed evenly through (using mechanical
stabiliser machine) at the selected stabilising depth, ensuring optimum
moisture content is achieved. Where practically possible it is preferred that
moisture is added during the mixing process by connecting a water cart to
the mechanical stabiliser machine.
6. Within 4 hours of binder being added, subgrade material should be graded &
trimmed to level and compacted to a minimum density ratio of 98% Modified
Maximum Dry Density.
7. The Superintendents Representative may request density testing results of
the subgrade as well as Unconfined Compressive Strength (UCS) Tests to
confirm that the stabilising has achieved a satisfactory result.
SAFETY BARRIER NOTES
1. Refer to Vicroads RDN06-04 - 'Approved Safety Barrier Products' for
suitable guard fence types.
2. For approved terminals refer to Vicroads RDN06-04 - 'Approved Safety
Barrier Products' and Vicroads SD 3545 for terminal details.
3. Posts that cannot be driven due to rock are to be installed as per the
manufacturers specifications
SIGNAGE, GUIDE POSTS, DELINEATORS AND GUARD FENCE NOTES
1. All existing signage within Works site to be removed (where required) & reinstated unless
noted otherwise or directed by the Superintendent's Representative.
2. All signs to be installed shall be Class 1 high intensity type and comply with the requirements
of AS1743-2001.
3. All guideposts are to have delineators satisfying the requirements of AS1906.2 section 3.
4. Guideposts are to be installed 150mm clear of the edge of shoulder or 600mm behind the
face of kerb at the spacings detailed below:
Curve Radii (m) Outside (m) Inside (m)
< 100 6 12
100 - 199 10 20
199 - 299 15 30
300 - 399 20 40
400 - 599 30 60
600 - 799 40 60
800 - 1199 60 60
1200 - 2000 90 90
Straights 150 150
NOTE:
- Reduce 90m spacings to 60m, or 150m spacings to 75m, in areas subject to fog.
- On guard fence, adjust increments to suit post spacings.
- Post on inside of curve is to be placed opposite post on the outside of the curve wherever
practicable.
Guideposts on crests on a straight alignment are to be spaced such that at least 2 pairs of
delineators (the nearest pair being not less that 40m ahead of the vehicle) are visible at all
times.
On crests with a horizontal curve, this requirement is to be combined with those in the above
table.
a) At bridges or culverts the following guidepost and delineator conditions shall apply:
No Guard fence, structure >5m in length:
4 guideposts, one pair at each end.
No Guard fence, Structure <5m in length:
2 guideposts, one on each left hand approach adjacent to the headwall or kerb.
Guard fence and bridge rail within 4m of the closest traffic lane edge:
Delineators to be placed on mounting brackets on guard fence/bridge rail, spaced at 12.5m
centres. A delineator shall be located 5.0m from the leading end of the fence, discounting any
flared sections of fence (unless the flare is within 4m of the traffic lane, in which case the
delineator should be installed on the start of the flare).
Guard fence/bridge rail more than 4.0m from closest traffic lane edge:
Delineators are not placed on the barrier, fence or rail, but guideposts are continued along the
edge of formation at the required spacing's shown above.
Delineators are to be colored as per the following:
Red - left side of roadways
White - right side of roadways
yellow - right side of one way roadways
DESIGN DATA
Design AADT = 590 VPD, 8.0% C.V. Per lane.
Sign posted speed = 100km/hr
Design speed = 100km/h straights / 50-60km/h On curve
Clear Zone = 7.5m @ 100km/h (On approach straight)
= 3.0m @ <60km/h (On curve)
STN 1
RL 155.916
STN 4
RL 155.391
STN 2
RL 155.521
C
H 0.00
C
H 20.00
C
H 40.00
C
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C
H 80.00
C
H 100.00
C
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120.00
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3
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2
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C
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C
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C
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C
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C
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STN 3
RL 155.794
STATION DATA
Point #
901
902
903
904
905
Description
STN 1
STN 2
STN 3
STN 4
STN 5
Easting
267885.065
267878.016
267903.669
267983.165
268023.490
Northing
5940136.431
5940259.683
5940260.986
5940313.521
5940364.319
Level
155.916
155.521
155.794
155.391
155.824
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:750
3
GEOMETRIC LAYOUT & CONTROL
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
MG
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PEATLINGS ROAD
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C
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C
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C
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C
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C
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C
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C
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169 Peatlings Road
184 Peatlings Road
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
4
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
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G.R.E.A.T (TL3) End Terminal.
INGAL ET-SS
Reduce post spacings
to 1m between Ch30 to
Ch50
PEATLINGS ROAD
3.5
2.5
18m Length
Flared 14:1
INGAL EZ-Guard Smart
Install guide posts in
accordance with guide
post spacings table
shown on sheet 2.
3.2
3.2
2.0
DESIGN CONTOURS
Levels to AHD (0.10m interval)
DESIGN PAVEMENT:
Refer typical road pavement detail
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN GUARD FENCE
RRPM "White,Yellow, Red"
DESIGN SOLAR LIGHT
SAFETY BARRIER "INGAL Product or Equivalent"
EZ-Guard Smart at end terminals with transition to
EZ-Guard HC for full length of safety barrier.
- 2m post spacings (Unless noted otherwise)
-Delineators at 6m spacings
C
H 100.00
C
H
120.00
C
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C
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C
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R
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3
R
18
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
5
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
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Property access gates to
be relocated to another
suitable location outside
of guard fence alignment.
"To be confirmed"
PEATLINGS ROAD
3
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2
2
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0
2
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5
3
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2
Supply and install Audible
Tactile Pavement Markings
over chevron linemarking
within painted divided median.
DESIGN CONTOURS
Levels to AHD (0.10m interval)
DESIGN PAVEMENT:
Refer typical road pavement detail
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN GUARD FENCE
RRPM "White,Yellow, Red"
DESIGN SOLAR LIGHT
C.A.M.S shall be
positioned at 10m
spacings as shown
Install single
sided C.A.M.S
D4-6A
Install double
sided C.A.M.S
D4-6A
Install single
sided C.A.M.S
D4-6A
SAFETY BARRIER "INGAL Product or Equivalent"
EZ-Guard Smart at end terminals with transition to
EZ-Guard HC for full length of safety barrier.
- 2m post spacings (Unless noted otherwise)
-Delineators at 6m spacings
Install INGAL MPR
Motorcyclist Protection
between Ch110 to Ch170
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CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
6
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
MG
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DESIGN CONTOURS
Levels to AHD (0.10m interval)
DESIGN PAVEMENT:
Refer typical road pavement detail
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN GUARD FENCE
RRPM "White,Yellow, Red"
DESIGN SOLAR LIGHT
G.R.E.A.T (TL3) End Terminal.
INGAL ET-SS
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
7
ROAD LONGITUDINAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
114.24
CHAINAGE
156.09
156.07
156.03
156.01
155.93
155.90
155.88
155.85
155.79
155.76
155.68
155.63
155.62
NS CL
156.12
156.11
156.09
156.07
156.05
156.02
155.99
155.96
155.92
155.89
155.86
155.82
155.81
DES CL
+0.04
+0.06
+0.06
+0.12
+0.12
+0.11
+0.11
+0.13
+0.13
+0.18
+0.19
+0.19
FILL (+)
CUT (-)
R.L. 150.50
I.P
. 156.125
-0.17%
I.P
. 156.057
-0.33%
40.00
PEATLINGS ROAD LONGITUDINAL SECTION CH 0.000 To 114.244
SCALES: H 1:400 V 1:100 (A3)
114.24
115.00
120.00
125.00
130.00
135.00
140.00
145.00
150.00
156.37
160.00
170.00
180.00
190.00
200.00
210.00
220.00
CHAINAGE
155.62
155.62
155.62
155.61
155.59
155.59
155.58
155.54
155.54
155.56
155.60
155.59
155.59
155.59
155.57
155.53
155.52
155.51
155.45
155.38
155.39
155.39
155.39
NS CL
155.81
155.81
155.79
155.77
155.76
155.74
155.72
155.71
155.69
155.67
155.66
155.62
155.58
155.53
155.49
155.44
155.40
DES CL
+0.19
+0.20
+0.20
+0.18
+0.18
+0.20
+0.18
+0.15
+0.09
+0.08
+0.09
+0.09
+0.06
+0.02
+0.04
+0.06
+0.01
FILL (+)
CUT (-)
R.L. 150.00
-0.33%
I.P
. 155.625
-0.45%
40.00
PEATLINGS ROAD LONGITUDINAL SECTION CH 114.244 To 220.000
SCALES: H 1:400 V 1:100 (A3)
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
8
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
-9.19
-9.19
-8.36
-8.36
-8.36
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.20
-4.20
-4.20
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.52
6.52
6.52
10.25
10.25
OFFSETS
155.98
155.94
155.84
155.71
156.00
156.00
155.91
155.56
155.57
155.98
NS
155.94
155.61
155.98
156.04
156.12
156.04
156.03
155.65
155.57
DES.
Ch 0.00
1
i
n
4
-3%
-2% -2%
1
i
n
4
R.L. 154.75
PEATLINGS ROAD CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-9.10
-9.10
-8.27
-8.27
-8.27
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.20
-4.20
-4.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.39
6.39
6.39
10.32
10.32
155.94
155.83
155.75
155.66
155.96
156.07
155.94
155.88
155.50
155.54
155.90
155.83
155.55
155.92
155.98
156.11
155.98
155.97
155.59
155.54
Ch 10.00
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.70
-9.04
-9.04
-8.15
-8.15
-8.15
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.20
-4.20
-4.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.59
6.59
6.59
10.37
10.37
155.88
155.76
155.70
155.61
155.92
156.03
155.90
155.84
155.54
155.48
155.89
155.76
155.53
155.90
155.96
156.09
155.96
155.95
155.57
155.48
Ch 20.00
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.70
-9.02
-9.02
-8.18
-8.18
-8.18
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.20
-4.20
-4.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.21
6.21
6.21
10.44
10.44
155.86
155.75
155.70
155.64
155.85
156.01
155.91
155.84
155.57
155.56
155.95
155.75
155.51
155.89
155.95
156.07
155.95
155.93
155.56
155.56
Ch 30.00
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.65
-8.98
-8.98
-8.58
-8.58
-8.58
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.53
-4.53
-4.53
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.22
6.22
6.22
10.47
10.47
155.90
155.93
155.87
155.76
155.79
155.93
155.85
155.80
155.55
155.54
155.97
155.93
155.49
155.86
155.91
156.05
155.92
155.91
155.53
155.54
Ch 40.00
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.65
-8.96
-8.96
-8.77
-8.77
-8.77
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.87
-4.87
-4.87
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.81
6.81
6.81
10.48
10.48
155.97
155.99
155.79
155.55
155.71
155.90
155.78
155.72
155.45
155.35
155.96
155.99
155.46
155.84
155.88
156.02
155.90
155.88
155.51
155.35
Ch 50.00
1
i
n
2
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.55
-8.95
-8.95
-8.84
-8.84
-8.84
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.03
-5.03
-5.03
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.75
6.75
6.75
10.48
10.48
156.00
156.02
155.79
155.54
155.73
155.89
155.74
155.68
155.40
155.35
155.94
156.02
155.45
155.82
155.86
156.01
155.88
155.87
155.49
155.35
Ch 55.00
1
i
n
2
1
i
n
4
-3%
-3%
-3%
1
i
n
4
R.L. 154.55
-8.94
-8.94
-8.68
-8.68
-8.68
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.72
6.72
6.72
10.49
10.49
155.99
155.98
155.77
155.50
155.68
155.88
155.72
155.66
155.35
155.35
155.91
155.98
155.49
155.87
155.89
155.99
155.86
155.85
155.47
155.35
Ch 60.00
1
i
n
2
1
i
n
4
-2%
-2% -3%
1
i
n
4
R.L. 154.50
-8.87
-8.87
-8.07
-8.07
-8.07
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.73
6.73
6.73
10.54
10.54
155.88
155.77
155.68
155.40
155.64
155.85
155.66
155.62
155.25
155.31
155.85
155.77
155.58
155.96
155.96
155.96
155.83
155.82
155.44
155.31
Ch 70.00
1
i
n
4
0% 0%
-3%
1
i
n
4
R.L. 154.40
-8.74
-8.74
-7.77
-7.77
-7.77
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.75
6.75
6.75
10.60
10.60
155.75
155.66
155.64
155.38
155.56
155.79
155.61
155.56
155.23
155.27
155.76
155.66
155.67
156.05
156.03
155.92
155.80
155.78
155.41
155.27
Ch 80.00
1
i
n
4
2%
2%
-3%
1
i
n
4
R.L. 154.40
-8.78
-8.78
-7.91
-7.91
-7.91
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.71
6.71
6.71
10.63
10.63
155.73
155.67
155.64
155.37
155.55
155.78
155.60
155.54
155.20
155.26
155.73
155.67
155.72
156.09
156.06
155.91
155.78
155.77
155.39
155.26
Ch 85.00
1
i
n
4
3%
3%
-3%
1
i
n
4
R.L. 154.35
-8.82
-8.82
-8.17
-8.17
-8.17
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.63
6.63
6.63
10.67
10.67
155.71
155.62
155.57
155.35
155.55
155.76
155.59
155.51
155.18
155.24
155.70
155.62
155.74
156.12
156.08
155.89
155.74
155.72
155.34
155.24
Ch 90.00
1
i
n
4 3.7
%
-3.7%
1
i
n
4
R.L. 154.35
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
9
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
-8.85
-8.85
-8.42
-8.42
-8.42
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.64
6.64
6.64
10.74
10.74
OFFSETS
155.66
155.61
155.50
155.30
155.43
155.68
155.55
155.50
155.21
155.14
155.66
NS
155.61
155.79
156.17
156.12
155.86
155.65
155.62
155.25
155.14
DES.
Ch 100.00
1
i
n
4
5%
5%
-5%
1
i
n
4
R.L. 154.35
PEATLINGS ROAD CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-8.77
-8.77
-8.77
-8.77
-8.77
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.39
6.39
6.39
10.86
10.86
155.58
155.57
155.47
155.27
155.42
155.63
155.53
155.49
155.28
155.25
155.64
155.57
155.84
156.22
156.15
155.82
155.56
155.53
155.15
155.25
Ch 110.00
1
i
n
4
6.3
%
-6.3
%
1
i
n
4
R.L. 154.35
-8.72
-8.72
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.50
6.50
6.50
10.90
10.90
155.51
155.43
155.27
155.43
155.61
155.49
155.49
155.30
155.25
155.66
155.87
156.24
156.17
155.81
155.51
155.48
155.10
155.25
Ch 115.00
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.35
-9.13
-9.13
-9.10
-9.10
-9.10
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.56
6.56
6.56
10.61
10.61
155.50
155.50
155.39
155.29
155.45
155.59
155.48
155.46
155.32
155.27
155.72
155.50
155.85
156.23
156.16
155.79
155.50
155.46
155.09
155.27
Ch 120.00
1
i
n
4
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.30
-10.26
-10.26
-9.05
-9.05
-9.05
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.52
6.52
6.52
9.88
9.88
155.50
155.50
155.27
155.41
155.56
155.59
155.45
155.44
155.28
155.23
155.80
155.50
155.83
156.21
156.14
155.77
155.48
155.45
155.07
155.23
Ch 125.00
1
i
n
4
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.30
-12.00
-12.00
-12.00
-12.00
-8.36
-8.36
-8.36
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.21
-5.21
-5.21
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.54
6.54
6.54
155.59
155.59
155.65
155.66
155.66
155.63
155.58
155.42
155.41
155.27
155.22
155.65
155.82
156.19
156.12
155.76
155.46
155.43
155.05
155.22
Ch 130.00
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.30
-12.00
-12.00
-12.00
-12.00
-8.04
-8.04
-8.04
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.21
-5.21
-5.21
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.46
6.46
6.46
155.56
155.56
155.71
155.71
155.70
155.70
155.54
155.39
155.38
155.21
155.17
155.71
155.80
156.18
156.11
155.74
155.45
155.41
155.04
155.17
Ch 135.00
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.25
-12.00
-12.00
-12.00
-12.00
-8.49
-8.49
-8.49
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.21
-5.21
-5.21
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.47
6.47
6.47
155.57
155.57
155.59
155.66
155.72
155.71
155.54
155.38
155.36
155.19
155.15
155.59
155.78
156.16
156.09
155.72
155.43
155.40
155.02
155.15
Ch 140.00
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.25
-12.00
-12.00
-12.00
-12.00
-8.31
-8.31
-8.31
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.41
6.41
6.41
155.64
155.64
155.61
155.67
155.73
155.73
155.56
155.37
155.34
155.14
155.11
155.61
155.77
156.14
156.07
155.71
155.41
155.38
155.00
155.11
Ch 145.00
1
i
n
4
7%
7%
-7%
1
i
n
4
R.L. 154.25
-11.87
-11.87
-8.33
-8.33
-8.33
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.72
7.72
7.72
10.40
10.40
155.77
155.59
155.60
155.68
155.69
155.60
155.41
155.37
155.13
155.75
155.72
155.59
155.75
156.13
156.06
155.69
155.40
155.36
154.99
155.75
Ch 150.00
1
i
n
4
7%
7%
-7%
1
i
n
41
i
n
2
R.L. 154.20
-11.32
-11.32
-7.76
-7.76
-7.76
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.56
7.56
7.56
10.08
10.08
155.81
155.73
155.73
155.64
155.64
155.60
155.42
155.35
155.29
155.67
155.72
155.73
155.70
156.08
156.01
155.67
155.40
155.37
154.99
155.67
Ch 155.00
1
i
n
4
6.5
%
-6.5
%
1
i
n
4
1
i
n
2
R.L. 154.20
-11.29
-11.29
-7.78
-7.78
-7.78
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.46
7.46
7.46
9.31
9.31
155.74
155.69
155.69
155.67
155.66
155.57
155.37
155.28
155.40
155.63
155.72
155.69
155.65
156.03
155.97
155.66
155.40
155.37
155.00
155.63
Ch 160.00
1
i
n
4
6%
6%
-6%
1
i
n
4
1
i
n
2
R.L. 154.20
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4605
PEATLINGS ROAD
BAGSHOT
BLACKSPOT SAFETY UPGRADE
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
8-10-19
OCT 2019
1:250
10
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
Plotted By:
Sheet: Reference:
OF 10
-/-/19
-/-/19
A
GB4605.dwg
A3
- - - -
LEIGH OLIVER
11/12/2019
-11.30
-11.30
-7.88
-7.88
-7.88
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.37
7.37
7.37
8.58
8.58
OFFSETS
155.67
155.56
155.55
155.56
155.58
155.54
155.33
155.24
155.47
155.59
155.72
NS
155.56
155.60
155.98
155.92
155.64
155.41
155.38
155.00
155.59
DES.
Ch 165.00
1
i
n
4
5.5
%
-5.5
%
1
i
n
4
1
i
n
2
R.L. 154.25
PEATLINGS ROAD CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-11.39
-11.39
-7.94
-7.94
-7.94
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.37
7.37
7.37
8.56
8.56
155.61
155.49
155.49
155.55
155.57
155.53
155.29
155.19
155.45
155.59
155.72
155.49
155.55
155.93
155.88
155.62
155.41
155.38
155.01
155.59
Ch 170.00
1
i
n
4
5%
5%
-5%
1
i
n
4
1
i
n
2
R.L. 154.25
-11.49
-11.49
-7.99
-7.99
-7.99
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.32
7.32
7.32
8.54
8.54
155.55
155.43
155.42
155.51
155.57
155.52
155.24
155.14
155.43
155.57
155.72
155.43
155.50
155.88
155.83
155.60
155.41
155.39
155.01
155.57
Ch 175.00
1
i
n
44.5
%
-4.5
%
1
i
n
4
1
i
n
2
R.L. 154.25
-11.51
-11.51
-8.05
-8.05
-8.05
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.20
-5.20
-5.20
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.19
7.19
7.19
8.53
8.53
155.52
155.36
155.35
155.49
155.55
155.52
155.22
155.13
155.41
155.51
155.67
155.36
155.45
155.83
155.79
155.58
155.41
155.39
155.01
155.51
Ch 180.00
1
i
n
4
4%
4%
-4%
1
i
n
4
1
i
n
2
R.L. 154.25
-11.48
-11.48
-8.11
-8.11
-8.11
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-5.04
-5.04
-5.04
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.12
7.12
7.12
8.52
8.52
155.51
155.30
155.32
155.47
155.54
155.52
155.22
155.12
155.40
155.48
155.62
155.30
155.40
155.77
155.73
155.56
155.41
155.39
155.02
155.48
Ch 185.00
1
i
n
4 3.5%
-3.5%
1
i
n
4
R.L. 154.25
-11.55
-11.55
-8.02
-8.02
-8.02
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.87
-4.87
-4.87
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.06
7.06
7.06
8.48
8.48
155.48
155.27
155.29
155.43
155.53
155.51
155.21
155.11
155.37
155.45
155.58
155.27
155.34
155.72
155.68
155.53
155.41
155.39
155.02
155.45
Ch 190.00
1
i
n
4
3%
3%
-3%
1
i
n
4
R.L. 154.25
-11.88
-11.88
-7.83
-7.83
-7.83
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.71
-4.71
-4.71
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.05
7.05
7.05
8.44
8.44
155.40
155.27
155.28
155.38
155.49
155.49
155.19
155.10
155.35
155.42
155.54
155.27
155.31
155.68
155.64
155.51
155.39
155.37
155.00
155.42
Ch 195.00
1
i
n
4
2.7%
2.7%
-3%
1
i
n
4
R.L. 154.20
-12.00
-12.00
-12.00
-12.00
-7.73
-7.73
-7.73
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.54
-4.54
-4.54
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
7.01
7.01
7.01
155.35
155.35
155.28
155.28
155.38
155.47
155.45
155.17
155.08
155.31
155.38
155.28
155.27
155.64
155.60
155.49
155.36
155.35
154.97
155.38
Ch 200.00
1
i
n
4
2.5%
2.5%
-3%
1
i
n
4
R.L. 154.20
-12.00
-12.00
-12.00
-12.00
-7.81
-7.81
-7.81
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.38
-4.38
-4.38
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.96
6.96
6.96
155.34
155.34
155.28
155.29
155.39
155.45
155.39
155.14
155.05
155.27
155.33
155.28
155.23
155.61
155.56
155.47
155.34
155.32
154.95
155.33
Ch 205.00
1
i
n
4
2.2%
2.3%
-3%
1
i
n
4
R.L. 154.15
-11.97
-11.97
-7.88
-7.88
-7.88
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.22
-4.22
-4.22
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.93
6.93
6.93
8.42
8.42
155.33
155.28
155.29
155.38
155.44
155.38
155.13
155.03
155.24
155.29
155.41
155.28
155.19
155.57
155.53
155.44
155.32
155.30
154.93
155.29
Ch 210.00
1
i
n
4
2%
2%
-3%
1
i
n
4
R.L. 154.15
-11.91
-11.91
-7.87
-7.87
-7.87
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.21
-4.21
-4.21
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.89
6.89
6.89
8.40
8.40
155.32
155.24
155.26
155.37
155.44
155.38
155.15
155.04
155.25
155.27
155.38
155.24
155.15
155.53
155.49
155.42
155.32
155.30
154.93
155.27
Ch 215.00
1
i
n
4
1.7%
1.7%
-2.5%
1
i
n
4
R.L. 154.15
-11.85
-11.85
-7.85
-7.85
-7.85
-7.70
-7.70
-7.70
-6.20
-6.20
-6.20
-4.21
-4.21
-4.21
0.00
0.00
0.00
4.20
4.20
4.20
4.70
4.70
4.70
6.20
6.20
6.20
6.95
6.95
6.95
8.38
8.38
155.31
155.19
155.20
155.34
155.43
155.39
155.15
155.04
155.28
155.30
155.35
155.19
155.12
155.49
155.46
155.40
155.31
155.30
154.93
155.30
Ch 220.00
1
i
n
4
1.5%
1.5%
-2%
1
i
n
4
R.L. 154.15