gb4605 blackspot safety upgrade

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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


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

-

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COVER SHEET

Revision :

File :

Original sheet size:

AMENDMENTS

Approved by DateRevision Description

DRAFT 4PRELIMINARY DESIGN

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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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"W

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Verge

1.50

3.20

1.00

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


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

-

2

GENERAL NOTES & TYPICAL SECTION

Revision :

File :


AMENDMENTS



Plot Date:

Plotted By:

Sheet: Reference:

OF 10

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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


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


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

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H 0.00

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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


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:750

3

GEOMETRIC LAYOUT & CONTROL

Revision :

File :


AMENDMENTS



Plot Date:

Plotted By:

Sheet: Reference:

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PEATLINGS ROAD

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169 Peatlings Road

184 Peatlings Road


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

4

DETAIL LAYOUT

Revision :

File :


AMENDMENTS



Plot Date:

Plotted By:

Sheet: Reference:

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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

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3

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0


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

5

DETAIL LAYOUT

Revision :

File :


AMENDMENTS



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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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2

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5

3

.

2

Supply and install Audible

Tactile Pavement Markings

over chevron linemarking

within painted divided median.

DESIGN CONTOURS


DESIGN PAVEMENT:


DESIGN EDGE OF SEAL

DESIGN SHOULDER

DESIGN INVERT

DESIGN LINEMARKING

TREE REMOVALS

LEGEND

DESIGN GUARD FENCE


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

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

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Approved by

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Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

6

DETAIL LAYOUT

Revision :

File :


AMENDMENTS



Plot Date:

Plotted By:

Sheet: Reference:

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DESIGN CONTOURS


DESIGN PAVEMENT:


DESIGN EDGE OF SEAL

DESIGN SHOULDER

DESIGN INVERT

DESIGN LINEMARKING

TREE REMOVALS

LEGEND

DESIGN GUARD FENCE


DESIGN SOLAR LIGHT

G.R.E.A.T (TL3) End Terminal.

INGAL ET-SS


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

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ROAD LONGITUDINAL SECTION

Revision :

File :


AMENDMENTS



Plot Date:

Plotted By:

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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)


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

8

ROAD CROSS SECTIONS

Revision :

File :


AMENDMENTS



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


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

9

ROAD CROSS SECTIONS

Revision :

File :


AMENDMENTS



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


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


Survey

Scale:

Approved by

Design

Checked

GB4605

PEATLINGS ROAD

BAGSHOT


H. WHYTOCK

L. OLIVER

A. SMITH

N. SARTORI

8-10-19

OCT 2019

1:250

10

ROAD CROSS SECTIONS

Revision :

File :


AMENDMENTS



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


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

gb4605 blackspot safety upgrade

Documents