gb4568 road reconstruction - bendigo.vic.gov.au · l. oliver a. smith n. sartori sep. 2019 sep....
TRANSCRIPT
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
1
COVER SHEET
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
BRACEWELL STREET, EAGLEHAWK
GB4568
ROAD RECONSTRUCTION
OCTOBER 2019
DOCUMENT CONTROL
SH
EE
T
No.
SH
EE
T
DE
SC
.
4/1
2/1
9
xx/xx/xx
xx/xx/xx
DRAFT TENDER CONSTRUCTION
REVISION REVISION REVISION
1 COVER SHEET A
2 GENERAL NOTES & TYPICAL SECTION A
3 OVERALL LAYOUT & CONTROL A
4 DETAIL LAYOUT A
5 DETAIL LAYOUT A
6 DETAIL LAYOUT A
7 DETAIL LAYOUT A
8 DETAIL LAYOUT A
9 ROAD LONGITUDINAL SECTION A
10 ROAD LONGITUDINAL SECTION A
11 ROAD CROSS SECTIONS A
12 ROAD CROSS SECTIONS A
13 ROAD CROSS SECTIONS A
14 ROAD CROSS SECTIONS A
15 ROAD CROSS SECTIONS A
16 ROAD CROSS SECTIONS A
17 ROAD CROSS SECTIONS A
PROJECT EXTENTS
LOCALITY MAP
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
G
O
L
F
L
I
N
K
S
R
O
A
D
P
A
T
A
S
R
O
A
D
4
3
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
7
3
B
ra
c
e
w
e
ll S
tre
e
t
7
5
B
ra
c
e
w
e
ll S
tre
e
t
5
1
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
5
4
B
ra
c
e
w
e
ll S
tre
e
t
6
4
B
ra
c
e
w
e
ll S
tre
e
t
D
E
L
P
D
E
L
P
D
E
L
P
D
E
L
P
2
-8
J
a
m
e
s
S
tre
e
t
2 Bracewell Street
5
4
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
S
T
R
E
E
T
B
R
A
C
E
W
E
L
L
WA
LK
ER
C
RE
SC
EN
T
D
e
s
i
r
a
b
l
e
1
i
n
4
-5%
-3%
-3%
-5%
1
i
n
4
Traffic Lane Traffic Lane
Sh
ou
ld
er
Se
ale
d
Sh
ou
ld
er
0.50
3.20
Verge
Ba
tte
r
"W
he
n in
cu
t"
Ba
tte
r
"W
he
n in
fill"
Verge
2.00
1.80
3.20
1.80
2.00
BRACEWELL STREET
TYPICAL ROAD SECTION
NOT TO SCALE
Sh
ou
ld
er
Se
ale
d
Sh
ou
ld
er
1
i
n
4
Dra
in
In
ve
rt
Ed
ge
lin
e
Ed
ge
lin
e
0.50
M
a
x
.
1
i
n
1
1
i
n
3
TRAFFIC COUNT DATA
Traffic counts ( Total Volume In both directions)
Bracewell Street (Eaglehawk End)
Actual count 2016 - 2905 VPD with 9.5% CV
Current assumed 2019 - 3080 VPD with 10% CV
DESIGN TRAFFIC
Adopt traffic for 2019 AADT = 3080 VPD (Both Ways) with 10% CV.
Select 20yr design life and 3% Growth rate (Assume CV remains
constant)
Total Predicted Traffic (Yr 2039) = 5560 VPD both ways.
<< Design Traffic = 2780 VPD per lane >>
TRAFFIC SPEED ZONE
Currently 80km/h.
Unlikely that a speed change will be necessary during the design
life and certainly not an increase in speed zone.
<< Design Speed = 80 kmh >>
CLEAR ZONE
One Way Design AADT = 2780 VPD with 10% CV
Design speed = 80km/hr
AGTRD Part 6 Sec. 4.2.2 , Table 4.1, 4:1 to 5:1 batter
<<< Design Clear Zone = 8.0 m >>>
CoGB Risk Analysis "Adopted Cleared Offset" = 5.5 m >>>
AGRD3 ROAD GEOMETRY
Design AADT = 2780 VPD with 10%CV
Design speed = 80 km/hr
Single Carriageway Rural Road Widths
Table 4.5
Overall formation width is based on 3.5m lane and 2m shoulder as
per AGRD3.
Due to high cyclist use from link between townships, together with a
need for speed calming, it is decided to narrow lanes by 0.3 and
add the difference to the sealed shoulder to accommodate safer
cyclist travel.
Therefore, will adopt 2 x 3.2m traffic lanes and 2.3m shoulder made
up of 1.8m sealed & 0.5m unsealed.
DESIGN VEHICLE
Generally 19m Semi is the typical design vehicle in this case
however design width will also accommodate any B-Double
movements if necessary in the future.
DESIGN PAVEMENT
Reference: Geotechnical report 19C 0721 GTS
DESIGN ESA's = 2.3 x10
6
DESIGN CBR = 5 (Based on CoGB revised pavement calcs)
Have opted to insitu stabilise subgrade/existing pavement material
to a depth of 250mm to remove any inconsistencies in subgrade
and/or fill materials and allow a reduced upper pavement layer .
Refer to "SUBGRADE CONSTRUCTION NOTES" (this page) for
details.
From charts pavement depth is: 240mm over 250mm stabilised
subgrade layer. 490mm Total depth.
Refer to "PAVEMENT DETAILS" (this page) for pavement profile
and typical pavement section.
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.
SIGNAGE, GUIDE POSTS, LINEMARKING & RRPMS
1. All existing signage, linemarking guideposts and RRMPs within Works
site are to be removed as per the 'demolition plan'
2. All proposed Signage, linemarking, guideposts and RRPMs are to be
installed as per the 'Linemarking and signage plan'
3. All signs to be installed shall be Class 1 high intensity type and comply
with the requirements of AS1743-2001.
4. All guideposts are to have delineators satisfying the requirements of
AS1906.2 section 3.
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: 140mm Class 1 FCR (20mm)
Compact to a min. of 100% MMDD
(min CBR 80)
SUB-BASE 100mm Class 3 FCR (20mm)
Compact to a min. of 98% MMDD
(min CBR 40)
SUB GRADE: 250mm Insitu stabilised existing material.
20/60/20 GP/Slag/Lime
2% triple blend by mass (10kg/m2)
TOTAL: 490mm (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.
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.
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
2
GENERAL NOTES & TYPICAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
PSM 66
RL 223.923
STN 13
RL 227.762
STN 12
RL 225.780
STN 11
RL 223.983
STN 10
RL 221.376
STN 9
RL 218.682
STN 7
RL 215.829
STN 8
RL 215.969
STN 6
RL 212.775
STN 5
RL 211.486
STN 4
RL 210.152
STN 3
RL 207.254
STN 2
RL 205.401
STN 1
RL 202.668
C
H
0
.
0
0
C
H
5
0
.
0
0
C
H
1
0
0
.
0
0
C
H
1
5
0
.0
0
C
H
2
0
0
.0
0
C
H
2
5
0
.0
0
C
H
3
0
0
.0
0
C
H
3
5
0
.0
0
C
H
4
0
0
.0
0
C
H
4
5
0
.0
0
C
H
5
0
0
.0
0
C
H
5
5
0
.
0
0
C
H
6
0
0
.
0
0
C
H
6
5
0
.
0
0
C
H
7
0
0
.
0
0
C
H
7
5
0
.
0
0
C
H
8
0
0
.
0
0
C
H
8
5
0
.0
0
C
H
0
.
0
0
C
H
7
0
.
0
0
C
H
1
7
5
.7
3
C
H
5
0
5
.2
7
C
H
8
5
9
.9
8
R=305
R=550
4
3
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
7
3
B
ra
c
e
w
e
ll S
tre
e
t
7
5
B
ra
c
e
w
e
ll S
tre
e
t
5
1
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
5
4
B
ra
c
e
w
e
ll S
tre
e
t
6
4
B
ra
c
e
w
e
ll S
tre
e
t
D
E
L
W
P
D
E
L
W
P
PSM 1829
RL 242.248
STN 18
RL 242.384
STN 17
RL 236.655
STN 15
RL 232.802
STN 16
RL 234.272
PSM
RL 232.716
STN 14
RL 229.260
C
H 1435.00
C
H
8
5
0
.0
0
C
H
9
0
0
.0
0
C
H
9
5
0
.0
0
C
H
1
0
0
0
.
0
0
C
H
1
0
5
0
.
0
0
C
H
1
1
0
0
.
0
0
C
H
1
1
5
0
.
0
0
C
H
1
2
0
0
.
0
0
C
H
1
2
5
0
.0
0
C
H
1
3
0
0
.0
0
C
H
1
3
5
0
.0
0
C
H 1400.00
C
H
8
5
9
.9
8
C
H
9
7
1
.0
8
C
H
1
1
1
7
.
7
7
C
H
1
1
7
7
.
2
1
C
H
1
2
6
3
.0
5
C
H
1
3
3
7
.7
4
C
H 1393.89
C
H 1435.00
R=300
R=300
R=170
D
E
L
W
P
D
E
L
W
P
2
-8
J
a
m
e
s
S
tre
e
t
2 Bracewell Street
STATION DATA
Point #
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
930
940
950
960
Description
STN 1
STN 2
STN 3
STN 4
STN 5
STN 6
STN 7
STN 8
STN 9
STN 10
STN 11
STN 12
STN 13
STN 14
STN 15
STN 16
STN 17
STN 18
PSM 22
PSM
PSM 1829
PSM 66
Easting
252363.774
252483.825
252550.214
252646.051
252697.327
252772.306
252883.180
252890.340
252963.382
253047.901
253120.154
253180.511
253234.635
253253.863
253285.237
253337.530
253425.001
253607.635
252118.742
253308.955
253770.117
253069.428
Northing
5931354.565
5931416.225
5931439.147
5931465.456
5931485.860
5931490.603
5931513.482
5931536.806
5931528.168
5931557.838
5931582.418
5931636.109
5931715.543
5931818.943
5931940.488
5931992.402
5932044.874
5932074.902
5931150.335
5931989.088
5932094.553
5931503.275
Level
202.668
205.401
207.254
210.152
211.486
212.775
215.829
215.969
218.682
221.376
223.983
225.780
227.762
229.260
232.802
234.272
236.655
242.384
207.520
232.716
242.248
223.923
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:2500
3
GEOMETRIC LAYOUT & CONTROL
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
MG
A N
OR
TH
B
R
A
C
E
W
E
L
L
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
S
T
R
E
E
T
WA
LK
ER
C
RE
SC
EN
T
C
H
0
.
0
0
C
H
5
0
.
0
0
C
H
1
0
0
.
0
0
C
H
1
5
0
.0
0
C
H
0
.
0
0
C
H
7
0
.
0
0
C
H
1
0
.
0
0
C
H
2
0
.
0
0
C
H
3
0
.
0
0
C
H
4
0
.
0
0
C
H
6
0
.
0
0
C
H
7
0
.
0
0
C
H
8
0
.
0
0
C
H
9
0
.
0
0
C
H
1
1
0
.
0
0
C
H
1
2
0
.0
0
C
H
1
3
0
.0
0
C
H
1
4
0
.0
0
C
H
1
6
0
.0
0
C
H
1
7
0
.0
0
5
1
B
r
a
c
e
w
e
ll
S
t
r
e
e
t
5
4
B
ra
c
e
w
e
ll S
tre
e
t
4
5
0
Ø
C
L
4
R
C
P
4
5
0
Ø
C
L
4
R
C
P
4
5
0
Ø
C
L
4
R
C
P
3
7
5
Ø
C
L
4
R
C
P
3
7
5
Ø
C
L
4
R
C
P
3
7
5
Ø
C
L
4
R
C
P
3
7
5
Ø
C
L
4
R
C
P
C
H
2
0
0
.0
0
C
H
2
5
0
.0
0
C
H
3
0
0
.0
0
C
H
1
7
5
.7
3
C
H
1
7
0
.0
0
C
H
1
8
0
.0
0
C
H
1
9
0
.0
0
C
H
2
1
0
.0
0
C
H
2
2
0
.0
0
C
H
2
3
0
.0
0
C
H
2
4
0
.0
0
C
H
2
6
0
.0
0
C
H
2
7
0
.0
0
C
H
2
8
0
.0
0
C
H
2
9
0
.0
0
C
H
3
1
0
.0
0
C
H
3
2
0
.0
0
C
H
3
3
0
.0
0
C
H
3
4
0
.0
0
7
3
B
ra
c
e
w
e
ll S
tre
e
t
7
5
B
ra
c
e
w
e
ll S
tre
e
t
6
4
B
ra
c
e
w
e
ll S
tre
e
t
4
5
0
Ø
C
L
4
R
C
P
3
7
5
Ø
C
L
4
R
C
P
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:500
4
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
MG
A N
OR
TH
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.
DESIGN PAVEMENT:
REFER TYPICAL ROAD
SECTION - SHEET 2
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN PIPE
DESIGN BATTER
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
Remove/Reinstate
60km/h speed
regulatory sign.
Remove/Reinstate
60km/h speed
regulatory sign.
Remove/Reinstate
80km/h speed
regulatory sign.
Remove/Reinstate
80km/h speed
regulatory sign.
Remove
225Ø Pipe
C
H
3
5
0
.0
0
C
H
4
0
0
.0
0
C
H
4
5
0
.0
0
C
H
5
0
0
.0
0
C
H
5
0
5
.2
7
C
H
3
4
0
.0
0
C
H
3
6
0
.0
0
C
H
3
7
0
.0
0
C
H
3
8
0
.0
0
C
H
3
9
0
.0
0
C
H
4
1
0
.0
0
C
H
4
2
0
.0
0
C
H
4
3
0
.0
0
C
H
4
4
0
.0
0
C
H
4
6
0
.0
0
C
H
4
7
0
.0
0
C
H
4
8
0
.0
0
C
H
4
9
0
.0
0
C
H
5
1
0
.0
0
C
H
5
2
0
.0
0
D
E
L
W
P
3
0
0
Ø
C
L
4
R
C
P
C
H
5
5
0
.
0
0
C
H
6
0
0
.
0
0
C
H
6
5
0
.
0
0
C
H
5
1
0
.0
0
C
H
5
2
0
.0
0
C
H
5
3
0
.0
0
C
H
5
4
0
.0
0
C
H
5
6
0
.
0
0
C
H
5
7
0
.
0
0
C
H
5
8
0
.
0
0
C
H
5
9
0
.
0
0
C
H
6
1
0
.
0
0
C
H
6
2
0
.
0
0
C
H
6
3
0
.
0
0
C
H
6
4
0
.
0
0
C
H
6
6
0
.
0
0
C
H
6
7
0
.
0
0
C
H
6
8
0
.
0
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:500
5
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
DESIGN PAVEMENT:
REFER TYPICAL ROAD
SECTION - SHEET 2
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN PIPE
DESIGN BATTER
MG
A N
OR
TH
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.
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
C
H
6
5
0
.
0
0
C
H
7
0
0
.
0
0
C
H
7
5
0
.
0
0
C
H
8
0
0
.
0
0
C
H
6
6
0
.
0
0
C
H
6
7
0
.
0
0
C
H
6
8
0
.
0
0
C
H
6
9
0
.
0
0
C
H
7
1
0
.
0
0
C
H
7
2
0
.
0
0
C
H
7
3
0
.
0
0
C
H
7
4
0
.
0
0
C
H
7
6
0
.
0
0
C
H
7
7
0
.
0
0
C
H
7
8
0
.
0
0
C
H
7
9
0
.
0
0
C
H
8
0
0
.
0
0
C
H
8
5
0
.0
0
C
H
9
0
0
.0
0
C
H
8
5
9
.9
8
C
H
7
9
0
.
0
0
C
H
8
1
0
.
0
0
C
H
8
2
0
.
0
0
C
H
8
3
0
.
0
0
C
H
8
4
0
.0
0
C
H
8
6
0
.0
0
C
H
8
7
0
.0
0
C
H
8
8
0
.0
0
C
H
8
9
0
.0
0
C
H
9
1
0
.0
0
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:500
6
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
DESIGN PAVEMENT:
REFER TYPICAL ROAD
SECTION - SHEET 2
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN PIPE
DESIGN BATTER
MG
A N
OR
TH
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.
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
Remove/Reinstate
80km/h speed
regulatory sign.
C
H
9
5
0
.0
0
C
H
1
0
0
0
.
0
0
C
H
9
7
1
.0
8
C
H
9
1
0
.0
0
C
H
9
2
0
.0
0
C
H
9
3
0
.0
0
C
H
9
4
0
.0
0
C
H
9
6
0
.0
0
C
H
9
7
0
.0
0
C
H
9
8
0
.0
0
C
H
9
9
0
.
0
0
C
H
1
0
1
0
.
0
0
C
H
1
0
2
0
.
0
0
C
H
1
0
3
0
.
0
0
C
H
1
0
4
0
.
0
0
C
H
1
0
5
0
.
0
0
C
H
1
1
0
0
.
0
0
C
H
1
1
5
0
.
0
0
C
H
1
1
1
7
.
7
7
C
H
1
0
2
0
.
0
0
C
H
1
0
3
0
.
0
0
C
H
1
0
4
0
.
0
0
C
H
1
0
6
0
.
0
0
C
H
1
0
7
0
.
0
0
C
H
1
0
8
0
.
0
0
C
H
1
0
9
0
.
0
0
C
H
1
1
1
0
.
0
0
C
H
1
1
2
0
.
0
0
C
H
1
1
3
0
.
0
0
C
H
1
1
4
0
.
0
0
C
H
1
1
6
0
.
0
0
C
H
1
1
7
0
.
0
0
D
E
L
W
P
D
E
L
W
P
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:500
7
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
DESIGN PAVEMENT:
REFER TYPICAL ROAD
SECTION - SHEET 2
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN PIPE
DESIGN BATTER
MG
A N
OR
TH
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.
B
R
A
C
E
W
E
L
L
S
T
R
E
E
T
Remove 70km/h
speed advisory sign.
Install single
sided C.A.M.S
D4-6A
C.A.M.S shall be
positioned at 24m
spacings as shown
Install double
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
C
H
1
1
5
0
.
0
0
C
H
1
2
0
0
.
0
0
C
H
1
2
5
0
.0
0
C
H
1
3
0
0
.0
0
C
H
1
1
7
7
.
2
1
C
H
1
2
6
3
.0
5
C
H
1
1
6
0
.
0
0
C
H
1
1
7
0
.
0
0
C
H
1
1
8
0
.
0
0
C
H
1
1
9
0
.
0
0
C
H
1
2
1
0
.
0
0
C
H
1
2
2
0
.
0
0
C
H
1
2
3
0
.
0
0
C
H
1
2
4
0
.0
0
C
H
1
2
6
0
.0
0
C
H
1
2
7
0
.0
0
C
H
1
2
8
0
.0
0
C
H
1
2
9
0
.0
0
C
H
1
3
1
0
.0
0
2
-8
J
a
m
e
s
S
tre
e
t
3
0
0
Ø
C
L
4
R
C
P
C
H 1435.00
C
H
1
3
5
0
.0
0
C
H 1400.00
C
H
1
3
3
7
.7
4
C
H 1393.89
C
H 1435.00
C
H
1
3
1
0
.0
0
C
H
1
3
2
0
.0
0
C
H
1
3
3
0
.0
0
C
H
1
3
4
0
.0
0
C
H
1360.00
C
H 1370.00
C
H 1380.00
C
H 1390.00
C
H 1410.00
C
H 1420.00
C
H 1430.00
2 Bracewell Stre
et
3
0
0
Ø
C
L
4
R
C
P
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
1:500
8
DETAIL LAYOUT
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
DESIGN PAVEMENT:
REFER TYPICAL ROAD
SECTION - SHEET 2
DESIGN EDGE OF SEAL
DESIGN SHOULDER
DESIGN INVERT
DESIGN LINEMARKING
TREE REMOVALS
LEGEND
DESIGN PIPE
DESIGN BATTER
MG
A N
OR
TH
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.
BRACEWELL STREET
WA
LK
ER
C
RE
SC
EN
T
Remove/Reinstate
T-Junction
Beyond sign.
Remove/Reinstate
T-Junction
Beyond sign.
Remove/Reinstate
80km/h speed
regulatory sign.
Remove/Reinstate
80km/h speed
regulatory sign.
Remove 70km/h
speed advisory sign.
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
9
ROAD LONGITUDINAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
330.00
340.00
350.00
360.00
CHAINAGE
206.59
206.59
206.80
207.00
207.26
207.52
207.81
208.13
208.45
208.45
208.45
208.78
209.11
209.41
209.71
210.00
210.27
210.54
210.79
211.04
211.25
211.43
211.61
211.78
211.96
212.13
212.31
212.50
212.70
212.90
213.09
213.28
213.50
213.73
213.98
214.24
214.50
214.80
215.10
215.41
NS CL
206.60
206.85
207.10
207.36
207.63
207.92
208.23
208.54
208.86
209.18
209.49
209.80
210.10
210.38
210.65
210.91
211.16
211.39
211.61
211.81
212.00
212.19
212.37
212.56
212.75
212.93
213.12
213.31
213.51
213.73
213.96
214.21
214.46
214.73
215.02
215.31
215.62
DES CL
+0.01
+0.05
+0.10
+0.10
+0.11
+0.11
+0.10
+0.09
+0.08
+0.07
+0.08
+0.09
+0.10
+0.11
+0.11
+0.12
+0.12
+0.14
+0.18
+0.20
+0.22
+0.23
+0.24
+0.25
+0.25
+0.23
+0.22
+0.22
+0.23
+0.23
+0.23
+0.23
+0.22
+0.23
+0.22
+0.21
+0.21
FILL (+)
CUT (-)
R.L. 181.50
I.P
. 206.603
2.48%
I.P
. 207.596
3.16%
40.00
I.P
. 211.075
1.86%
100.00
I.P
. 214.231
3.41%
120.00
BRACEWELL STREET LONGITUDINAL SECTION CH 0.000 To 360.000
SCALES: H 1:1000 V 1:500 (A3)
360.00
370.00
380.00
390.00
400.00
410.00
420.00
430.00
440.00
450.00
460.00
470.00
480.00
490.00
500.00
510.00
520.00
530.00
540.00
550.00
560.00
570.00
580.00
590.00
600.00
610.00
620.00
630.00
640.00
650.00
660.00
670.00
680.00
690.00
700.00
710.00
720.00
CHAINAGE
215.41
215.73
216.05
216.37
216.70
217.04
217.38
217.75
218.13
218.50
218.82
219.15
219.48
219.81
220.16
220.52
220.87
221.18
221.48
221.78
222.08
222.36
222.63
222.90
223.16
223.46
223.73
223.97
224.19
224.40
224.61
224.82
225.05
225.26
225.50
225.72
225.92
NS CL
215.62
215.95
216.28
216.62
216.96
217.30
217.65
217.99
218.33
218.67
219.01
219.35
219.70
220.04
220.37
220.71
221.03
221.34
221.65
221.95
222.25
222.54
222.82
223.09
223.35
223.61
223.86
224.10
224.34
224.57
224.79
225.00
225.21
225.42
225.63
225.84
226.06
DES CL
+0.21
+0.22
+0.23
+0.25
+0.26
+0.26
+0.27
+0.24
+0.20
+0.17
+0.19
+0.20
+0.22
+0.23
+0.21
+0.19
+0.16
+0.16
+0.17
+0.17
+0.17
+0.18
+0.19
+0.19
+0.19
+0.15
+0.13
+0.13
+0.15
+0.17
+0.18
+0.18
+0.16
+0.16
+0.13
+0.12
+0.14
FILL (+)
CUT (-)
R.L. 190.00
3.41%
120.00
I.P
. 223.110
2.10%
180.00
BRACEWELL STREET LONGITUDINAL SECTION CH 360.000 To 720.000
SCALES: H 1:1000 V 1:500 (A3)
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
10
ROAD LONGITUDINAL SECTION
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
720.00
730.00
740.00
750.00
760.00
770.00
780.00
790.00
800.00
810.00
820.00
830.00
840.00
850.00
860.00
870.00
880.00
890.00
900.00
910.00
920.00
930.00
940.00
950.00
960.00
970.00
980.00
990.00
1000.00
1010.00
1020.00
1030.00
1040.00
1050.00
1060.00
1070.00
1080.00
CHAINAGE
225.92
226.11
226.30
226.49
226.67
226.91
227.13
227.37
227.60
227.83
228.05
228.26
228.46
228.72
228.96
229.20
229.41
229.64
229.88
230.12
230.36
230.56
230.77
230.99
231.21
231.43
231.65
231.88
232.10
232.35
232.59
232.81
233.00
233.18
233.38
233.57
233.77
NS CL
226.06
226.27
226.48
226.69
226.91
227.13
227.35
227.58
227.80
228.03
228.27
228.50
228.74
228.98
229.21
229.45
229.69
229.92
230.15
230.38
230.61
230.83
231.05
231.27
231.49
231.71
231.92
232.14
232.35
232.56
232.78
232.99
233.21
233.42
233.63
233.85
234.06
DES CL
+0.14
+0.16
+0.18
+0.20
+0.24
+0.22
+0.22
+0.21
+0.20
+0.20
+0.22
+0.24
+0.28
+0.26
+0.25
+0.25
+0.28
+0.28
+0.27
+0.26
+0.25
+0.27
+0.28
+0.28
+0.28
+0.28
+0.27
+0.26
+0.25
+0.21
+0.19
+0.18
+0.21
+0.24
+0.25
+0.28
+0.29
FILL (+)
CUT (-)
R.L. 200.50
2.10%
I.P
. 227.318
2.37%
100.00
I.P
. 230.637
2.14%
100.00 120.00
BRACEWELL STREET LONGITUDINAL SECTION CH 720.000 To 1080.000
SCALES: H 1:1000 V 1:500 (A3)
1080.00
1090.00
1100.00
1110.00
1120.00
1130.00
1140.00
1150.00
1160.00
1170.00
1180.00
1190.00
1200.00
1210.00
1220.00
1230.00
1240.00
1250.00
1260.00
1270.00
1280.00
1290.00
1300.00
1310.00
1320.00
1330.00
1340.00
1350.00
1360.00
1370.00
1375.00
1380.00
1390.00
1395.00
1400.00
1410.00
1415.00
1420.00
1430.00
1435.00
CHAINAGE
233.77
233.99
234.26
234.55
234.82
235.11
235.40
235.68
235.95
236.20
236.45
236.74
237.04
237.35
237.67
237.99
238.29
238.56
238.83
239.11
239.40
239.71
240.03
240.36
240.66
240.95
241.26
241.59
241.87
242.15
242.29
242.43
242.70
242.83
242.94
243.14
243.22
243.30
243.48
243.58
243.58
243.58
NS CL
234.06
234.29
234.52
234.76
235.01
235.26
235.52
235.79
236.06
236.34
236.63
236.93
237.22
237.52
237.82
238.12
238.42
238.72
239.02
239.32
239.62
239.92
240.21
240.51
240.81
241.11
241.41
241.71
242.01
242.31
242.46
242.60
242.86
242.97
243.08
243.25
243.33
243.40
243.53
243.60
DES CL
+0.29
+0.30
+0.26
+0.21
+0.19
+0.15
+0.12
+0.11
+0.11
+0.14
+0.18
+0.19
+0.18
+0.17
+0.15
+0.13
+0.13
+0.16
+0.19
+0.21
+0.22
+0.21
+0.18
+0.15
+0.15
+0.16
+0.15
+0.12
+0.14
+0.16
+0.17
+0.17
+0.16
+0.14
+0.14
+0.11
+0.11
+0.10
+0.05
+0.02
FILL (+)
CUT (-)
R.L. 208.50
2.14%
I.P
. 235.131
2.99%
120.00
I.P
. 243.054
1.36%
40.00
BRACEWELL STREET LONGITUDINAL SECTION CH 1080.000 To 1435.000
SCALES: H 1:1000 V 1:500 (A3)
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
11
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-9.84
-9.84
-7.58
-7.58
-7.58
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.12
8.12
8.12
10.01
10.01
OFFSETS
206.29
206.02
206.02
206.15
206.24
206.59
206.36
206.28
205.80
205.78
205.85
NS
206.02
205.94
206.44
206.45
206.60
206.45
206.44
205.94
205.78
DES.
Ch 0.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 205.00
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-9.87
-9.87
-7.64
-7.64
-7.64
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.11
8.11
8.11
9.96
9.96
206.55
206.33
206.33
206.43
206.51
206.80
206.56
206.48
206.00
206.03
206.11
206.33
206.19
206.69
206.70
206.85
206.70
206.69
206.19
206.03
Ch 10.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 205.20
-9.76
-9.76
-7.94
-7.94
-7.94
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.95
7.95
7.95
9.92
9.92
206.95
206.91
206.90
206.84
206.85
207.00
206.78
206.69
206.28
206.32
206.39
206.91
206.48
206.98
206.99
207.10
206.95
206.93
206.43
206.32
Ch 20.00
1
i
n
4
-2.3%
-3%
1
i
n
4
R.L. 205.45
-9.80
-9.80
-7.65
-7.65
-7.65
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.52
7.52
7.52
12.24
12.24
207.17
207.24
207.25
207.31
207.36
207.52
207.32
207.24
206.96
206.96
207.04
207.24
207.09
207.59
207.59
207.63
207.48
207.47
206.97
206.96
Ch 40.00
1
i
n
4
-0.7%
-3%
1
i
n
4
R.L. 206.05
-9.81
-9.81
-7.55
-7.55
-7.55
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.59
7.59
7.59
12.88
12.88
207.41
207.47
207.49
207.58
207.64
207.81
207.59
207.52
207.21
207.23
207.34
207.47
207.42
207.92
207.92
207.92
207.77
207.76
207.26
207.23
Ch 50.00
1
i
n
4
0%
-3%
1
i
n
4
R.L. 206.35
-9.79
-9.79
-7.65
-7.65
-7.65
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.72
7.72
7.72
12.65
12.65
207.85
207.92
207.95
207.92
207.99
208.13
207.87
207.81
207.44
207.51
207.71
207.92
207.77
208.27
208.27
208.23
208.08
208.06
207.56
207.51
Ch 60.00
1
i
n
4
0.7%
-3%
1
i
n
4
R.L. 206.60
-9.75
-9.75
-7.73
-7.73
-7.73
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.58
7.58
7.58
11.07
11.07
208.68
208.71
208.72
208.71
208.74
208.78
208.52
208.51
208.17
208.18
208.33
208.71
208.48
208.98
208.97
208.86
208.71
208.70
208.20
208.18
Ch 80.00
1
i
n
4
2.3%
-3%
1
i
n
4
R.L. 207.40
-10.01
-10.01
-7.61
-7.61
-7.61
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.76
7.76
7.76
10.65
10.65
208.92
208.96
208.92
209.00
209.06
209.11
208.85
208.76
208.32
208.45
208.69
208.96
208.84
209.34
209.33
209.18
209.03
209.01
208.51
208.45
Ch 90.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 207.45
-10.47
-10.47
-7.55
-7.55
-7.55
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.62
7.62
7.62
10.45
10.45
209.20
209.15
209.13
209.29
209.33
209.41
209.14
209.04
208.74
208.80
208.96
209.15
209.16
209.66
209.64
209.49
209.34
209.33
208.83
208.80
Ch 100.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 207.80
-11.94
-11.94
-8.25
-8.25
-8.25
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.60
7.60
7.60
9.61
9.61
209.84
209.58
209.48
209.85
209.88
210.00
209.65
209.54
209.41
209.41
209.47
209.58
209.76
210.26
210.25
210.10
209.95
209.93
209.43
209.41
Ch 120.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 208.60
-10.87
-10.87
-8.14
-8.14
-8.14
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.50
7.50
7.50
7.79
7.79
210.45
210.16
209.94
210.45
210.49
210.54
210.27
210.19
209.99
209.99
210.02
210.16
210.32
210.82
210.80
210.65
210.50
210.49
209.99
209.99
Ch 140.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 209.15
-10.00
-10.00
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.56
7.56
211.01
210.92
210.91
210.94
210.96
211.04
210.86
210.82
210.44
210.43
210.92
210.82
211.32
211.31
211.16
211.01
210.99
210.49
Ch 160.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 209.65
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
12
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-9.77
-9.77
-7.65
-7.65
-7.65
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.68
7.68
7.68
10.22
10.22
OFFSETS
211.47
211.34
211.28
211.31
211.32
211.43
211.29
211.27
211.16
211.13
211.26
NS
211.34
211.19
211.69
211.68
211.61
211.46
211.44
210.94
211.13
DES.
Ch 180.00
1
i
n
4
1.5%
-3%
1
i
n
4
R.L. 210.10
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-9.77
-9.77
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.70
7.70
7.70
9.79
9.79
211.81
211.60
211.56
211.64
211.67
211.78
211.63
211.58
211.53
211.53
211.63
211.60
211.50
212.00
212.00
212.00
211.85
211.84
211.34
211.53
Ch 200.00
1
i
n
4
0%
-3%
1
i
n
4
R.L. 210.55
-9.79
-9.79
-7.67
-7.67
-7.67
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.72
7.72
7.72
9.68
9.68
212.10
211.97
211.90
212.00
212.02
212.13
212.00
211.94
211.94
211.93
211.98
211.97
211.79
212.29
212.30
212.37
212.22
212.21
211.71
211.93
Ch 220.00
1
i
n
4
-1.5%
-3%
1
i
n
4
R.L. 210.90
-9.82
-9.82
-7.82
-7.82
-7.82
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.75
7.75
7.75
9.94
9.94
212.40
212.40
212.34
212.39
212.41
212.50
212.36
212.31
212.30
212.34
212.48
212.40
212.08
212.58
212.60
212.75
212.60
212.58
212.08
212.34
Ch 240.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 211.30
-9.91
-9.91
-7.77
-7.77
-7.77
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.72
7.72
7.72
12.54
12.54
212.74
212.72
212.65
212.71
212.74
212.90
212.75
212.72
212.63
212.68
212.64
212.72
212.45
212.95
212.97
213.12
212.97
212.95
212.45
212.68
Ch 260.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 211.70
-10.28
-10.28
-7.85
-7.85
-7.85
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.76
7.76
7.76
12.11
12.11
213.35
213.20
213.19
213.14
213.15
213.28
213.15
213.10
213.05
213.11
213.11
213.20
212.85
213.35
213.36
213.51
213.36
213.35
212.85
213.11
Ch 280.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 212.05
-9.82
-9.82
-7.83
-7.83
-7.83
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.67
7.67
7.67
11.99
11.99
213.64
213.63
213.57
213.57
213.61
213.73
213.57
213.52
213.43
213.47
213.60
213.63
213.30
213.80
213.81
213.96
213.81
213.80
213.30
213.47
Ch 300.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 212.50
-9.72
-9.72
-7.77
-7.77
-7.77
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.68
7.68
7.68
11.94
11.94
214.07
214.07
213.98
214.05
214.10
214.24
214.09
214.05
213.94
213.98
214.13
214.07
213.80
214.30
214.31
214.46
214.31
214.30
213.80
213.98
Ch 320.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 213.00
-9.77
-9.77
-7.61
-7.61
-7.61
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.68
7.68
7.68
11.90
11.90
214.59
214.46
214.42
214.58
214.62
214.80
214.68
214.65
214.50
214.53
214.67
214.46
214.35
214.85
214.87
215.02
214.87
214.85
214.35
214.53
Ch 340.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 213.45
-9.88
-9.88
-7.56
-7.56
-7.56
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.64
7.64
7.64
11.92
11.92
215.14
215.02
215.00
215.15
215.21
215.41
215.28
215.22
215.06
215.09
215.24
215.02
214.96
215.46
215.47
215.62
215.47
215.46
214.96
215.09
Ch 360.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 214.00
-9.97
-9.97
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.73
7.73
7.73
12.05
12.05
215.81
215.72
215.71
215.77
215.80
216.05
215.97
215.94
215.79
215.85
215.88
215.72
215.62
216.12
216.13
216.28
216.13
216.12
215.62
215.85
Ch 380.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 214.65
-13.00
-13.00
-13.00
-13.00
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.59
7.59
7.59
216.42
216.42
216.40
216.38
216.37
216.46
216.70
216.64
216.61
216.36
216.39
216.40
216.30
216.80
216.81
216.96
216.81
216.80
216.30
216.39
Ch 400.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 215.40
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
13
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-12.23
-12.23
-7.54
-7.54
-7.54
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.51
7.51
7.51
12.74
12.74
OFFSETS
217.04
217.02
217.01
217.11
217.17
217.38
217.32
217.28
216.98
216.98
217.46
NS
217.02
216.98
217.48
217.50
217.65
217.50
217.48
216.98
216.98
DES.
Ch 420.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 216.10
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-11.55
-11.55
-7.58
-7.58
-7.58
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.64
7.64
7.64
12.98
12.98
217.75
217.75
217.73
217.86
217.92
218.13
218.08
218.05
217.76
217.81
218.31
217.75
217.66
218.16
218.18
218.33
218.18
218.16
217.66
217.81
Ch 440.00
1
i
n
4
-3%
-3%
1
i
n
4
R.L. 216.80
-11.34
-11.34
-7.52
-7.52
-7.52
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.55
7.55
7.55
12.94
12.94
218.34
218.34
218.34
218.52
218.56
218.82
218.80
218.78
218.49
218.51
219.02
218.34
218.35
218.85
218.86
219.01
218.96
218.96
218.46
218.51
Ch 460.00
1
i
n
4
-3%
-1%
1
i
n
4
R.L. 217.45
-11.37
-11.37
-7.64
-7.64
-7.64
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.52
7.52
7.52
12.85
12.85
218.59
218.65
218.63
218.80
218.86
219.15
219.16
219.14
218.84
218.85
219.34
218.65
218.69
219.19
219.20
219.35
219.35
219.35
218.85
218.85
Ch 470.00
1
i
n
4
-3%
0%
1
i
n
4
R.L. 217.75
-11.40
-11.40
-7.82
-7.82
-7.82
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.83
7.83
7.83
12.76
12.76
218.84
218.95
218.91
219.14
219.19
219.48
219.52
219.50
219.11
219.17
219.65
218.95
219.03
219.53
219.55
219.70
219.75
219.75
219.25
219.17
Ch 480.00
1
i
n
4
-3%
1%
1
i
n
4
R.L. 218.05
-11.78
-11.78
-8.29
-8.29
-8.29
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.15
8.15
8.15
12.55
12.55
219.40
219.51
219.57
219.86
219.89
220.16
220.25
220.25
219.77
219.88
220.22
219.51
219.71
220.21
220.22
220.37
220.52
220.54
220.04
219.88
Ch 500.00
1
i
n
4
-3%
3%1
i
n
4
R.L. 218.60
-12.64
-12.64
-7.59
-7.59
-7.59
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.98
7.98
7.98
12.35
12.35
220.07
220.34
220.35
220.58
220.60
220.87
221.00
220.99
220.55
220.68
220.89
220.34
220.25
220.75
220.78
221.03
221.28
221.30
220.80
220.68
Ch 520.00
1
i
n
4
-5%
5%
1
i
n
4
R.L. 219.25
-11.97
-11.97
-7.65
-7.65
-7.65
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.07
8.07
8.07
12.64
12.64
220.74
220.98
220.98
221.12
221.16
221.48
221.72
221.72
221.36
221.33
221.71
220.98
220.83
221.33
221.35
221.65
221.95
221.98
221.48
221.33
Ch 540.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 219.95
-12.32
-12.32
-7.58
-7.58
-7.58
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.51
7.51
7.51
12.21
12.21
221.17
221.51
221.51
221.67
221.71
222.08
222.34
222.36
222.09
222.09
222.83
221.51
221.42
221.92
221.95
222.25
222.55
222.57
222.07
222.09
Ch 560.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 220.40
-12.54
-12.54
-7.56
-7.56
-7.56
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.88
7.88
7.88
12.99
12.99
221.66
222.05
222.06
222.23
222.28
222.63
222.87
222.89
222.40
222.55
223.20
222.05
221.99
222.49
222.52
222.82
223.12
223.14
222.64
222.55
Ch 580.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 220.90
-12.04
-12.04
-7.50
-7.50
-7.50
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.43
8.43
8.43
13.00
13.00
221.68
222.53
222.53
222.78
222.82
223.16
223.36
223.36
222.92
222.94
222.62
222.53
222.53
223.03
223.05
223.35
223.65
223.68
223.18
222.94
Ch 600.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 220.90
-13.00
-13.00
-7.65
-7.65
-7.65
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
11.12
11.12
11.12
13.00
13.00
221.90
223.00
223.02
223.25
223.30
223.73
223.90
223.89
223.27
222.78
223.10
223.00
223.04
223.54
223.56
223.86
224.16
224.19
223.69
222.78
Ch 620.00
1
i
n
4
-6%
6%
1
i
n
4
1
i
n
4
R.L. 221.10
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
14
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-12.16
-12.16
-7.51
-7.51
-7.51
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.53
8.53
8.53
12.69
12.69
OFFSETS
223.32
223.53
223.53
223.80
223.84
224.19
224.47
224.49
224.07
223.91
224.73
NS
223.53
223.51
224.01
224.04
224.34
224.64
224.66
224.16
223.91
DES.
Ch 640.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 222.50
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-12.73
-12.73
-7.54
-7.54
-7.54
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.62
7.62
7.62
12.28
12.28
224.16
224.00
224.00
224.23
224.27
224.61
224.86
224.89
224.54
224.58
225.73
224.00
223.96
224.46
224.49
224.79
225.09
225.11
224.61
224.58
Ch 660.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 223.20
-12.61
-12.61
-7.56
-7.56
-7.56
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.56
7.56
7.56
13.00
13.00
224.49
224.44
224.43
224.66
224.70
225.05
225.31
225.32
225.12
225.10
226.23
224.44
224.39
224.89
224.91
225.21
225.51
225.54
225.04
225.10
Ch 680.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 223.60
-12.62
-12.62
-7.62
-7.62
-7.62
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.66
7.66
7.66
13.00
13.00
224.93
224.93
224.90
225.05
225.09
225.50
225.77
225.79
225.66
225.62
226.37
224.93
224.81
225.31
225.33
225.63
225.93
225.96
225.46
225.62
Ch 700.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 224.05
-13.00
-13.00
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.68
7.68
7.68
13.00
13.00
224.98
225.33
225.34
225.51
225.56
225.92
226.17
226.20
226.10
226.06
226.30
225.33
225.23
225.73
225.76
226.06
226.36
226.38
225.88
226.06
Ch 720.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 224.20
-13.00
-13.00
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.52
7.52
7.52
13.00
13.00
223.86
225.22
225.90
225.94
226.30
226.51
226.52
226.33
226.33
225.53
225.65
226.15
226.18
226.48
226.78
226.80
226.30
226.33
Ch 740.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 222.80
-12.40
-12.40
-11.23
-11.23
-11.23
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
13.00
13.00
225.15
225.15
225.95
226.30
226.35
226.67
226.91
226.92
226.48
225.05
225.15
226.08
226.58
226.61
226.91
227.21
227.23
226.73
Ch 760.00
1
i
n
4
1
i
n
4
-6%
6%
1
i
n
4
1
i
n
4
R.L. 223.95
-12.53
-12.53
-7.63
-7.63
-7.63
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
12.20
12.20
12.20
13.00
13.00
225.83
226.49
226.51
226.81
226.84
227.13
227.33
227.34
227.05
226.00
225.96
226.49
226.53
227.03
227.05
227.35
227.65
227.68
227.18
226.00
Ch 780.00
1
i
n
4
-6%
6%
1
i
n
4
1
i
n
4
R.L. 225.05
-13.00
-13.00
-7.58
-7.58
-7.58
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.53
7.53
7.53
13.00
13.00
226.17
227.06
227.07
227.30
227.32
227.60
227.80
227.81
227.66
227.66
226.76
227.06
226.98
227.48
227.50
227.80
228.10
228.13
227.63
227.66
Ch 800.00
1
i
n
4
-6%
6%
1
i
n
4
R.L. 225.40
-13.00
-13.00
-7.63
-7.63
-7.63
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
10.05
10.05
10.05
13.00
13.00
226.92
227.57
227.59
227.80
227.82
228.05
228.24
228.26
228.08
227.46
227.39
227.57
227.44
227.94
227.97
228.27
228.57
228.59
228.09
227.46
Ch 820.00
1
i
n
4
-6%
6%
1
i
n
4
1
i
n
4
R.L. 226.15
-13.00
-13.00
-7.57
-7.57
-7.57
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.51
7.51
7.51
13.00
13.00
227.52
228.04
228.04
228.18
228.22
228.46
228.66
228.67
228.53
228.53
228.28
228.04
227.97
228.47
228.49
228.74
228.99
229.02
228.52
228.53
Ch 840.00
1
i
n
4
-5%
5%
1
i
n
4
R.L. 226.75
-13.00
-13.00
-7.66
-7.66
-7.66
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.55
7.55
7.55
13.00
13.00
228.01
228.51
228.52
228.65
228.68
228.96
229.15
229.17
228.94
228.93
229.03
228.51
228.55
229.05
229.06
229.21
229.36
229.38
228.88
228.93
Ch 860.00
1
i
n
4
-3%
3%1
i
n
4
R.L. 227.25
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
15
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-13.00
-13.00
-7.76
-7.76
-7.76
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.67
7.67
7.67
13.00
13.00
OFFSETS
229.03
229.28
229.26
229.13
229.16
229.41
229.50
229.50
229.17
229.20
230.41
NS
229.28
229.02
229.52
229.54
229.69
229.74
229.74
229.24
229.20
DES.
Ch 880.00
1
i
n
4
-3%
1%
1
i
n
4
R.L. 228.25
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-13.00
-13.00
-7.99
-7.99
-7.99
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.00
8.00
8.00
13.00
13.00
229.54
229.75
229.72
229.30
229.35
229.64
229.67
229.67
229.60
229.92
231.28
229.75
229.26
229.76
229.77
229.92
229.92
229.92
229.42
229.92
Ch 890.00
1
i
n
4
-3%
0%
1
i
n
4
R.L. 228.50
-13.00
-13.00
-8.12
-8.12
-8.12
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.43
8.43
8.43
13.00
13.00
230.05
230.14
230.06
229.60
229.72
229.88
229.86
229.86
229.93
230.53
231.98
230.14
229.52
230.02
230.04
230.15
230.10
230.10
229.60
230.53
Ch 900.00
1
i
n
4
-2.3%
-1%
1
i
n
4
1
i
n
1
R.L. 228.75
-12.97
-12.97
-8.34
-8.34
-8.34
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.28
8.28
8.28
13.00
13.00
231.19
230.89
230.76
230.11
230.21
230.36
230.26
230.16
230.98
231.51
232.44
230.89
230.05
230.55
230.56
230.61
230.46
230.44
229.94
231.51
Ch 920.00
1
i
n
1
1
i
n
4
-1%
-3%
1
i
n
4
1
in
0
.5
R.L. 229.15
-12.50
-12.50
-8.43
-8.43
-8.43
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.49
8.49
8.49
13.00
13.00
231.74
231.26
230.90
230.37
230.45
230.56
230.45
230.34
231.41
232.15
233.23
231.26
230.33
230.83
230.83
230.83
230.68
230.67
230.17
232.15
Ch 930.00
1
i
n
1
1
i
n
4
0%
-3%
1
i
n
4
1
in
0
.5
R.L. 229.40
-12.16
-12.16
-8.59
-8.59
-8.59
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.69
8.69
8.69
13.00
13.00
232.20
231.70
231.27
230.66
230.69
230.77
230.62
230.50
231.89
232.77
233.66
231.70
230.61
231.11
231.10
231.05
230.90
230.89
230.39
232.77
Ch 940.00
1
i
n
1
1
i
n
4
1%
-3%
1
i
n
4
1
in
0
.5
R.L. 229.60
-12.76
-12.76
-8.31
-8.31
-8.31
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.67
8.67
8.67
13.00
13.00
232.12
231.97
231.64
231.17
231.21
231.21
230.98
230.85
232.24
233.16
234.01
231.97
231.16
231.66
231.64
231.49
231.34
231.33
230.83
233.16
Ch 960.00
1
i
n
1
1
i
n
4
3%
-3%
1
i
n
4
1
in
0
.5
R.L. 230.05
-11.69
-11.69
-7.83
-7.83
-7.83
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.23
8.23
8.23
13.00
13.00
231.89
232.03
232.01
231.53
231.62
231.65
231.40
231.37
232.04
232.61
233.69
232.03
231.70
232.20
232.17
231.92
231.67
231.65
231.15
232.61
Ch 980.00
1
i
n
4
5%
-5%
1
i
n
4 1
in
0
.5
R.L. 230.30
-11.62
-11.62
-7.56
-7.56
-7.56
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
9.09
9.09
9.09
13.00
13.00
231.95
232.28
232.27
232.04
232.10
232.10
231.80
231.77
232.36
233.06
233.68
232.28
232.22
232.72
232.70
232.35
232.00
231.97
231.47
233.06
Ch 1000.00
1
i
n
4 7%
-7%
1
i
n
4
1
i
n
1
R.L. 230.70
-13.00
-13.00
-7.56
-7.56
-7.56
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.49
8.49
8.49
13.00
13.00
232.02
232.71
232.71
232.76
232.75
232.59
232.29
232.26
232.59
232.89
233.69
232.71
232.65
233.15
233.13
232.78
232.43
232.40
231.90
232.89
Ch 1020.00
1
i
n
4 7%
-7%
1
i
n
4
1
i
n
1
R.L. 231.15
-12.59
-12.59
-9.85
-9.85
-9.85
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.30
8.30
8.30
13.00
13.00
232.27
232.49
232.95
233.10
233.11
233.00
232.69
232.65
232.90
233.13
233.78
232.49
233.08
233.58
233.56
233.21
232.86
232.83
232.33
233.13
Ch 1040.00
1
i
n
4
1
i
n
4 7%
-7%
1
i
n
4
1
i
n
1
R.L. 231.50
-11.78
-11.78
-8.47
-8.47
-8.47
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.26
8.26
8.26
13.00
13.00
233.09
233.27
233.38
233.51
233.51
233.38
233.10
233.05
233.36
233.52
234.08
233.27
233.51
234.01
233.98
233.63
233.28
233.26
232.76
233.52
Ch 1060.00
1
i
n
4 7%
-7%
1
i
n
4
1
i
n
1
R.L. 232.00
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
16
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-13.00
-13.00
-10.13
-10.13
-10.13
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.05
8.05
8.05
13.00
13.00
OFFSETS
233.24
233.28
233.72
233.90
233.90
233.77
233.51
233.43
233.69
233.74
234.27
NS
233.28
233.94
234.44
234.41
234.06
233.71
233.69
233.19
233.74
DES.
Ch 1080.00
1
i
n
4
1
i
n
4 7%
-7%
1
i
n
4
R.L. 232.40
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-13.00
-13.00
-8.40
-8.40
-8.40
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.55
7.55
7.55
13.00
13.00
233.64
234.07
234.15
234.34
234.34
234.26
234.01
233.98
233.70
233.73
234.58
234.07
234.30
234.80
234.77
234.52
234.27
234.25
233.75
233.73
Ch 1100.00
1
i
n
4
5%
-5%
1
i
n
4
R.L. 232.75
-12.06
-12.06
-7.67
-7.67
-7.67
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.80
7.80
7.80
13.00
13.00
234.30
234.63
234.64
234.76
234.77
234.82
234.61
234.59
234.52
234.64
235.50
234.63
234.67
235.17
235.16
235.01
234.86
234.84
234.34
234.64
Ch 1120.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 233.40
-11.33
-11.33
-7.57
-7.57
-7.57
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.10
8.10
8.10
13.00
13.00
234.68
234.94
234.95
235.03
235.03
235.11
234.90
234.87
235.05
235.19
236.16
234.94
234.87
235.37
235.36
235.26
235.11
235.09
234.59
235.19
Ch 1130.00
1
i
n
4
2%
-3%
1
i
n
4
R.L. 233.70
-10.60
-10.60
-7.69
-7.69
-7.69
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.38
8.38
8.38
13.00
13.00
235.06
235.27
235.28
235.32
235.32
235.40
235.19
235.15
235.51
235.73
236.80
235.27
235.07
235.57
235.57
235.52
235.37
235.35
234.85
235.73
Ch 1140.00
1
i
n
4
1%
-3%
1
i
n
4
1
i
n
1
R.L. 234.05
-9.71
-9.71
-7.85
-7.85
-7.85
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
9.11
9.11
9.11
13.00
13.00
235.86
235.97
235.98
235.86
235.88
235.95
235.80
235.66
236.54
237.00
238.03
235.97
235.62
236.12
236.11
236.06
235.91
235.90
235.40
237.00
Ch 1160.00
1
i
n
4
1%
-3%
1
i
n
4
1
i
n
1
R.L. 234.60
-9.58
-9.58
-7.73
-7.73
-7.73
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
9.25
9.25
9.25
13.00
13.00
236.04
236.18
236.19
236.08
236.10
236.20
236.14
236.07
236.93
237.43
238.47
236.18
235.95
236.45
236.44
236.34
236.19
236.18
235.68
237.43
Ch 1170.00
1
i
n
4
2%
-3%
1
i
n
4
1
i
n
1
R.L. 234.90
-9.51
-9.51
-7.54
-7.54
-7.54
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
9.25
9.25
9.25
13.00
13.00
236.25
236.34
236.34
236.25
236.31
236.45
236.41
236.39
237.23
237.72
238.74
236.34
236.29
236.79
236.78
236.63
236.48
236.46
235.96
237.72
Ch 1180.00
1
i
n
4
3%
-3%
1
i
n
4
1
i
n
1
R.L. 235.20
-11.94
-11.94
-7.67
-7.67
-7.67
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.93
8.93
8.93
13.00
13.00
236.74
236.85
236.85
236.83
236.87
237.04
236.95
236.86
237.57
237.99
238.86
236.85
236.89
237.39
237.37
237.22
237.07
237.06
236.56
237.99
Ch 1200.00
1
i
n
4
3%
-3%
1
i
n
4
1
i
n
1
R.L. 235.80
-11.40
-11.40
-8.09
-8.09
-8.09
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.64
8.64
8.64
13.00
13.00
237.05
237.34
237.39
237.39
237.48
237.67
237.57
237.48
237.96
238.30
238.86
237.34
237.49
237.99
237.97
237.82
237.67
237.66
237.16
238.30
Ch 1220.00
1
i
n
4
3%
-3%
1
i
n
4
1
i
n
1
R.L. 236.30
-11.10
-11.10
-7.51
-7.51
-7.51
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.91
7.91
7.91
13.00
13.00
237.96
238.08
238.08
238.03
238.15
238.29
238.18
238.18
238.01
238.16
238.53
238.08
238.09
238.59
238.57
238.42
238.27
238.26
237.76
238.16
Ch 1240.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 236.95
-10.51
-10.51
-7.91
-7.91
-7.91
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.69
7.69
7.69
12.39
12.39
238.52
238.58
238.59
238.59
238.65
238.83
238.63
238.58
238.54
238.55
238.56
238.58
238.68
239.18
239.17
239.02
238.87
238.85
238.35
238.55
Ch 1260.00
1
i
n
4
3%
-3%
1
i
n
4
R.L. 237.55
CITY OF GREATER BENDIGO
Survey
Scale:
Approved by
Design
Checked
GB4568
BRACEWELL STREET
EAGLEHAWK
ROAD RECONSTRUCTION
H. WHYTOCK
L. OLIVER
A. SMITH
N. SARTORI
SEP. 2019
SEP. 2019
-
17
ROAD CROSS SECTIONS
Revision :
File :
Original sheet size:
AMENDMENTS
Approved by DateRevision Description
DRAFT 4PRELIMINARY DESIGN
Plot Date:
LEIGH OLIVERPlotted By:
23/01/2020
Sheet: Reference:
OF 17
-/-/19
-/-/19
A
GB4568.dwg
A3
- - - -
-10.51
-10.51
-7.73
-7.73
-7.73
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.79
7.79
7.79
13.00
13.00
OFFSETS
239.37
239.40
239.40
239.28
239.32
239.40
239.25
239.16
239.23
239.24
239.35
NS
239.40
239.17
239.67
239.67
239.62
239.47
239.45
238.95
239.24
DES.
Ch 1280.00
1
i
n
4
1%
-3%
1
i
n
4
R.L. 238.20
BRACEWELL STREET CROSS SECTIONS
SCALES: H 1:250 V 1:150 (A3)
-10.66
-10.66
-7.68
-7.68
-7.68
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
7.79
7.79
7.79
13.00
13.00
239.93
239.94
239.95
239.87
239.89
240.03
239.86
239.81
239.79
239.83
240.04
239.94
239.77
240.27
240.26
240.21
240.06
240.05
239.55
239.83
Ch 1300.00
1
i
n
4
1%
-3%
1
i
n
4
R.L. 238.75
-10.66
-10.66
-7.68
-7.68
-7.68
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.09
8.09
8.09
13.00
13.00
240.52
240.55
240.53
240.55
240.57
240.66
240.51
240.50
240.60
240.74
241.04
240.55
240.37
240.87
240.86
240.81
240.66
240.65
240.15
240.74
Ch 1320.00
1
i
n
4
1%
-3%
1
i
n
4
R.L. 239.35
-10.37
-10.37
-7.63
-7.63
-7.63
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.36
8.36
8.36
13.00
13.00
241.20
241.15
241.12
241.20
241.20
241.26
241.07
241.03
241.43
241.60
242.15
241.15
241.02
241.52
241.51
241.41
241.26
241.24
240.74
241.60
Ch 1340.00
1
i
n
4
2%
-3%
1
i
n
4
1
i
n
1
R.L. 239.95
-11.06
-11.06
-7.57
-7.57
-7.57
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.64
8.64
8.64
13.00
13.00
241.72
241.60
241.59
241.76
241.77
241.87
241.69
241.66
242.15
242.48
242.98
241.60
241.62
242.12
242.11
242.01
241.86
241.84
241.34
242.48
Ch 1360.00
1
i
n
4
2%
-3%
1
i
n
4
1
i
n
1
R.L. 240.55
-10.45
-10.45
-7.60
-7.60
-7.60
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.61
8.61
8.61
13.00
13.00
241.98
241.89
241.87
242.04
242.05
242.15
241.98
241.96
242.42
242.75
243.30
241.89
241.92
242.42
242.41
242.31
242.16
242.14
241.64
242.75
Ch 1370.00
1
i
n
4
2%
-3%
1
i
n
4 1
i
n
1
R.L. 240.85
-10.44
-10.44
-7.57
-7.57
-7.57
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.51
8.51
8.51
13.00
13.00
242.26
242.14
242.13
242.28
242.30
242.43
242.29
242.25
242.64
242.94
243.45
242.14
242.16
242.66
242.65
242.60
242.45
242.44
241.94
242.94
Ch 1380.00
1
i
n
4
1%
-3%
1
i
n
4
1
i
n
1
R.L. 241.15
-10.88
-10.88
-7.73
-7.73
-7.73
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.56
8.56
8.56
13.00
13.00
242.54
242.59
242.58
242.56
242.57
242.70
242.58
242.56
242.93
243.25
243.63
242.59
242.36
242.86
242.86
242.86
242.71
242.69
242.19
243.25
Ch 1390.00
1
i
n
4
0%
-3%
1
i
n
4
1
i
n
1
R.L. 241.40
-11.30
-11.30
-7.51
-7.51
-7.51
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.34
8.34
8.34
12.45
12.45
242.79
242.53
242.53
242.78
242.79
242.94
242.81
242.78
243.11
243.25
243.63
242.53
242.52
243.02
243.03
243.08
242.93
242.91
242.41
243.25
Ch 1400.00
1
i
n
4
-1%
-3%
1
i
n
4
1
i
n
1
R.L. 241.65
-11.16
-11.16
-7.75
-7.75
-7.75
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.27
8.27
8.27
11.96
11.96
243.13
242.98
242.96
243.16
243.19
243.30
243.17
243.14
243.33
243.50
243.83
242.98
242.73
243.23
243.25
243.40
243.25
243.23
242.73
243.50
Ch 1420.00
1
i
n
4
-3%
-3%
1
i
n
4
1
i
n
1
R.L. 241.95
-11.17
-11.17
-7.84
-7.84
-7.84
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.20
8.20
8.20
13.00
13.00
243.31
243.21
243.18
243.30
243.33
243.48
243.38
243.32
243.51
243.64
244.06
243.21
242.87
243.37
243.38
243.53
243.45
243.43
242.93
243.64
Ch 1430.00
1
i
n
4
-3%
-1.7%
1
i
n
4
1
i
n
1
R.L. 242.10
-11.33
-11.33
-7.88
-7.88
-7.88
-7.50
-7.50
-7.50
-5.50
-5.50
-5.50
-5.00
-5.00
-5.00
0.00
0.00
0.00
5.00
5.00
5.00
5.50
5.50
5.50
7.50
7.50
7.50
8.20
8.20
8.20
13.00
13.00
243.39
243.32
243.28
243.36
243.41
243.58
243.54
243.49
243.47
243.73
244.11
243.32
242.94
243.44
243.45
243.60
243.55
243.54
243.04
243.73
Ch 1435.00
1
i
n
4
-3%
-1%
1
i
n
4
1
i
n
1
R.L. 242.15