Correspondence from a resident relating to agenda item 8.5

I believe the time may be right to advise the HPC that the long awaited Hardwick Footpath

Upgrade from Cambridge County Council should commence in September 2020 following

the current Hill Contractors work on the short stretch from Blue Lion to St Marys. The

advice from Hills Contractors is that their work is scheduled for 8 to 10 weeks. This is the

reason for the Traffic Order and temporary road signs for Main Street – unfortunately it is not

for CCC work yet. I attach emails that provide communications if required. The mention of

costs is applicable to CCC not Hardwick Village as the funds are already allocated.

Highways have confirmed that they will join the full upgrade onto Hills work up to St Marys

bend then heading down Main Street to Cahills corner initially. Their first task is to “move

the road across” so that sufficient space can be created for a 2m footpath.

We were sent outline drawings back in December 2019 but at that time, several tests and

audits were awaited hence drawings were not considered final. The Final Road Safety Audit

on the church bend and the pedestrian safety solution at the junction Cambridge Road and St

Neots Road appear imminent and so the drawings and work details are attached for

information and discussion.

Just to let you know that the original Highways Program Manager, Mike Davies, who

championed my proposal for the Transport Investment Plan and conducted the walk through

with Tony, has left CCC and we are now dealing with Stuart Rushby and primarily his

Engineer, John Stanley.

I have had no enquiries or interest on this from any other councillor except a conversation

with one who thought the upgrade was not firm.

Background

You are aware that Hardwick were granted £400,000 from Cambridge County Council for the

upgrade of the footpath through Main Street and Cambridge Road. I put a situation report in

March 2019 HH and then an update in February HH and now the plans are now almost

complete. It seems a good time to share with the Village again. Highways have of course

been keeping us updated with their progress though with Covid-19, this has been limited.

John Stanley CCC to Resident

In terms of updates:

- Road Safety Audit Stage 1 has now been completed.

- Road Safety Audit Stage 2 comments are expected to be returned next week.

- Once the Road Safety Audit tasks are completed and any additional requirements are

incorporated within the design, we can look to obtain a Target Cost.

- Hills Contractors have confirmed that all being well they are looking to commence works

the w/b 15th June.

- I'll look to follow up with them next week to determine some additional details, in

particular the planned duration of their programme.

And

Hills Contractors have indeed confirmed that they’re looking at an 8 – 10 week programme

of works.

As they have the road space booked – our works on Cambridge Road/Main Street will have

to follow completion of the Hills works. On that basis, realistically, we’re looking at

September at the earliest.

I’ve already been chasing Hills this week for a copy of their confirmed design, mainly to

discuss the tie in with our works on the bend near the Church, but now to ascertain the exact

locations for the columns too.

I’m yet to receive a response, but I’ll of course keep on the case.

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Drawing Originator

© Crown copyright and database rights XXXX Ordnance Survey xxxxxxxxx. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

D

R

A

F

T

5020296-SKA-HGN-ZZ-DR-CH-0002 P1.0

1:250 HW

02/09/19

GENERAL ARRANGEMENT(SHEET 2 OF 4)

HARDWICK FOOTWAY WIDENING

PRELIMINARY DESIGN

Scale

Checked Date

Checked by

Drawn Date Approved Date

Approved by

Project Name

Drawing Status

Title Original drawing sheet is A1

Drawn by

RevDrawing Number

Chk'dDrnDescriptionDateRev

Revisions

File location: P:\GBCBA\HandT\Cambridgeshire Highways\Projects\5020296-Hardwick\900 CAD & BIM\910 Drawings\HGN\5020296-SKA-HGN-ZZ-DR-CH-0001.dwg Printed by: Thompson, Neil (IS)

Unit 1A, Vantage HouseWashingley RoadHuntingdon, PE29 6SR

Tel: +44 (0)1223 785165Email: Cambridgeshirehighways@Skanska.co.uk

© Crown copyright and database rights 2018 Ordnance Survey 100023205. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

- - - - -

SECTION BEING DESIGNED

BY DEVELOPER

SECTION PREVIOUSLY UPGRADED

BT COVER- TO BE

LOWERED

LP04 TO REMAIN

BT COVER- TO BE

LOWERED

BT COVER- TO BE

LOWERED

EXISTING

HEADWALL

!

SIGNIFICANT CDM HEALTH & SAFETY RISKS

1. ..........

NOTES:

1. DO NOT SCALE FROM THIS DRAWING.

2. SITE VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION

3. ALL KERBS TO BE LAID IN ACCORDANCE TO BS EN

1340:2003 AND HOUSING ESTATE ROAD CONSTRUCTI0N

SPECIFICATION (HERCS)

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

ALL RELEVANT DOCUMENTS AND DRAWINGS

5. CHAINAGE 0 IS LOCATED AT THE START OF THE

FOOTWAY ON MAIN STREET

!

1

Residual Risk Assessment

Wherever possible, risk is designed-out of this

proposal during the design process. Where this is

not possible, the risk will be minimised and any

residual significant risk will be noted and indicated

by the symbol.

KEY

EXISTING POWER POLE

EXISTING LAMP COLUMN

EXISTING INFORMATION BOARD

BUS SHELTER

EXISTING BUS SHELTER TO BE

DISMANTLED AND REPLACED WITH 3-BAY

CANTILEVER BUS SHELTER WITH HALF

END PANELS

PROPOSED HB2 KERB

LPxx

PPxx

IBxx

EXISTING SIGNSRSxx

VERGE

EXISTING FOOTWAY PREVIOUSLY IMPROVED

PROPOSED REFUGE ISLAND

EXISTING FOOTWAY TO BE PLANED 25mm

AND REINSTATED

EXISTING BT POLE

BTPxx

BTCxx EXISTING BT COVER

HB2

EF

BN

PROPOSED CONCRETE EDGING KERB

PROPOSED BULL NOSED KERB

NGx

NKOx

PROPOSED GULLY, POT AND FRAME AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED KERB OFFLET AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED TACTILE PAVING SLABS WITH

BALLOTINI BLOCKS

1004.1 100 6 3

GAP (m)

WIDTH (mm) LENGTH (m)

DIAG. NO.

PROPOSED FOOTWAY WIDENING

PROPOSED CARRIAGEWAY WIDENING

PROPOSED CARRIAGEWAY RE-PROFILING

EKLEXISTING KERB TO BE REMOVED

NMHxPROPOSED MANHOLE COVER AT NEW

CARRIAGEWAY LEVEL

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Asphalt - 40mph

St Neots RoadAsphalt - 40mph

St Neots Road

Asphalt - 40mph

St Neots Road

Asphalt - 30m

ph

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C

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5

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6

6

0

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5

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0

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5

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0

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0

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5

9

6

0

0

.0

0

0

m

N

H

B

2

H

B

2

B

N

H

B

2

B

N

H

B

2

BN

BN

HB2

HB2

E

K

L

E

K

L

E

K

L

E

K

L

TACTILE PAVING

TO BE REMOVED

TOTALING 3.71m²

ST NEOTS RO

AD

ST NEOTS ROAD

CA

MB

RID

GE

R

OA

D

C

U

T

LIN

E

C

U

T

LIN

E

Drawing Originator

© Crown copyright and database rights XXXX Ordnance Survey xxxxxxxxx. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

D

R

A

F

T

5020296-SKA-HGN-ZZ-DR-CH-0004 P1.0

1:250 HW

02/09/19

GENERAL ARRANGEMENT(SHEET 4 OF 4)

HARDWICK FOOTWAY WIDENING

PRELIMINARY DESIGN

Scale

Checked Date

Checked by

Drawn Date Approved Date

Approved by

Project Name

Drawing Status

Title Original drawing sheet is A1

Drawn by

RevDrawing Number

Chk'dDrnDescriptionDateRev

Revisions

File location: P:\GBCBA\HandT\Cambridgeshire Highways\Projects\5020296-Hardwick\900 CAD & BIM\910 Drawings\HGN\5020296-SKA-HGN-ZZ-DR-CH-0001.dwg Printed by: Thompson, Neil (IS)

Unit 1A, Vantage HouseWashingley RoadHuntingdon, PE29 6SR

Tel: +44 (0)1223 785165Email: Cambridgeshirehighways@Skanska.co.uk

© Crown copyright and database rights 2018 Ordnance Survey 100023205. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

- - - - -

EXISTING PATH

RESURFACE ONLY

!

SIGNIFICANT CDM HEALTH & SAFETY RISKS

1. ..........

NOTES:

1. DO NOT SCALE FROM THIS DRAWING.

2. SITE VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION

3. ALL KERBS TO BE LAID IN ACCORDANCE TO BS EN

1340:2003 AND HOUSING ESTATE ROAD CONSTRUCTI0N

SPECIFICATION (HERCS)

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

ALL RELEVANT DOCUMENTS AND DRAWINGS

5. CHAINAGE 0 IS LOCATED AT THE START OF THE

FOOTWAY ON MAIN STREET

!

1

Residual Risk Assessment

Wherever possible, risk is designed-out of this

proposal during the design process. Where this is

not possible, the risk will be minimised and any

residual significant risk will be noted and indicated

by the symbol.

KEY

EXISTING POWER POLE

EXISTING LAMP COLUMN

EXISTING INFORMATION BOARD

BUS SHELTER

EXISTING BUS SHELTER TO BE

DISMANTLED AND REPLACED WITH 3-BAY

CANTILEVER BUS SHELTER WITH HALF

END PANELS

PROPOSED HB2 KERB

LPxx

PPxx

IBxx

EXISTING SIGNSRSxx

VERGE

EXISTING FOOTWAY PREVIOUSLY IMPROVED

PROPOSED REFUGE ISLAND

EXISTING FOOTWAY TO BE PLANED 25mm

AND REINSTATED

EXISTING BT POLE

BTPxx

BTCxx EXISTING BT COVER

HB2

EF

BN

PROPOSED CONCRETE EDGING KERB

PROPOSED BULL NOSED KERB

NGx

NKOx

PROPOSED GULLY, POT AND FRAME AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED KERB OFFLET AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED TACTILE PAVING SLABS WITH

BALLOTINI BLOCKS

1004.1 100 6 3

GAP (m)

WIDTH (mm) LENGTH (m)

DIAG. NO.

PROPOSED FOOTWAY WIDENING

PROPOSED CARRIAGEWAY WIDENING

PROPOSED CARRIAGEWAY RE-PROFILING

EKLEXISTING KERB TO BE REMOVED

NMHxPROPOSED MANHOLE COVER AT NEW

CARRIAGEWAY LEVEL

S

T

0

1

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P

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2

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THE BLUE LION

PUBLIC HOUSE

Drawing Originator

© Crown copyright and database rights XXXX Ordnance Survey xxxxxxxxx. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

D

R

A

F

T

5020296-SKA-HGN-ZZ-DR-CH-0001 P1.0

1:250 HW

02/09/19

GENERAL ARRANGEMENT(SHEET 1 OF 4)

HARDWICK FOOTWAY WIDENING

PRELIMINARY DESIGN

Scale

Checked Date

Checked by

Drawn Date Approved Date

Approved by

Project Name

Drawing Status

Title Original drawing sheet is A1

Drawn by

RevDrawing Number

Chk'dDrnDescriptionDateRev

Revisions

File location: P:\GBCBA\HandT\Cambridgeshire Highways\Projects\5020296-Hardwick\900 CAD & BIM\910 Drawings\HGN\5020296-SKA-HGN-ZZ-DR-CH-0001.dwg Printed by: Thompson, Neil (IS)

Unit 1A, Vantage HouseWashingley RoadHuntingdon, PE29 6SR

Tel: +44 (0)1223 785165Email: Cambridgeshirehighways@Skanska.co.uk

© Crown copyright and database rights 2018 Ordnance Survey 100023205. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

- - - - -

EXISTING BUS SHELTER TO BE

DISMANTLED AND REMOVED

TO TIP OFF SITE AND

REPLACED WITH 3-BAY

CANTILEVER BUS SHELTER

WITH HALF END PANELS ON

NEW CONCRETE PAD

EXISTING INFORMATION BOARD TO

BE REMOVED TO TIP OFF SITE AND

REPLACED WITH NEW, AT BACK OF

PROPOSED FOOTWAY

!

SIGNIFICANT CDM HEALTH & SAFETY RISKS

1. ..........

NOTES:

1. DO NOT SCALE FROM THIS DRAWING.

2. SITE VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION

3. ALL KERBS TO BE LAID IN ACCORDANCE TO BS EN

1340:2003 AND HOUSING ESTATE ROAD CONSTRUCTI0N

SPECIFICATION (HERCS)

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

ALL RELEVANT DOCUMENTS AND DRAWINGS

5. CHAINAGE 0 IS LOCATED AT THE START OF THE

FOOTWAY ON MAIN STREET

!

1

Residual Risk Assessment

Wherever possible, risk is designed-out of this

proposal during the design process. Where this is

not possible, the risk will be minimised and any

residual significant risk will be noted and indicated

by the symbol.

KEY

EXISTING POWER POLE

EXISTING LAMP COLUMN

EXISTING INFORMATION BOARD

BUS SHELTER

EXISTING BUS SHELTER TO BE

DISMANTLED AND REPLACED WITH 3-BAY

CANTILEVER BUS SHELTER WITH HALF

END PANELS

PROPOSED HB2 KERB

LPxx

PPxx

IBxx

EXISTING SIGNSRSxx

VERGE

EXISTING FOOTWAY PREVIOUSLY IMPROVED

PROPOSED REFUGE ISLAND

EXISTING FOOTWAY TO BE PLANED 25mm

AND REINSTATED

EXISTING BT POLE

BTPxx

BTCxx EXISTING BT COVER

HB2

EF

BN

PROPOSED CONCRETE EDGING KERB

PROPOSED BULL NOSED KERB

NGx

NKOx

PROPOSED GULLY, POT AND FRAME AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED KERB OFFLET AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED TACTILE PAVING SLABS WITH

BALLOTINI BLOCKS

1004.1 100 6 3

GAP (m)

WIDTH (mm) LENGTH (m)

DIAG. NO.

PROPOSED FOOTWAY WIDENING

PROPOSED CARRIAGEWAY WIDENING

PROPOSED CARRIAGEWAY RE-PROFILING

EKLEXISTING KERB TO BE REMOVED

NMHxPROPOSED MANHOLE COVER AT NEW

CARRIAGEWAY LEVEL

LAMP COLUMN TO

BE RELOCATED

ST

07

Hedge 2

.0h

58.84

GG

EP

LP

59.69

ToW

Footway - Asphalt

Wall

Brick S

etts

G

ra

s

s

Asphalt

Brick S

etts

P

a

n

1

.5

h

Hedge 2

.0h

Hedge 2.0hH

edge 2

.0h

Grass

G

rass

Footway - Asphalt

Footway - Asphalt

OHL

OHL

P

a

n

1

.5

h

30mph - Asphalt

Cambridge Road

30mph - Asphalt

Cambridge Road

Grass

Grass

Grass

Grass

ST

07

Hedge 2

.0h

58.84

GG

EP

LP

59.69

ToW

Footway - Asphalt

Wall

Brick S

etts

G

ra

s

s

Asphalt

Brick S

etts

P

a

n

1

.5

h

Hedge 2

.0h

Hedge 2.0hH

edge 2

.0h

Grass

G

rass

Footway - Asphalt

Footway - Asphalt

OHL

OHL

P

a

n

1

.5

h

30mph - Asphalt

Cambridge Road

30mph - Asphalt

Cambridge Road

Grass

Grass

Grass

Grass

EF

EF

EF

EF

EF

EF

HB2

HB2

HB2

LP07

BTP01

BTC06

LP06

BTP02

E

K

L

EKL

E

K

L

CAM

BRID

GE R

OAD

CAMBRIDG

E ROAD

M

A

I

N

S

T

R

E

E

T

CU

T L

IN

EC

UT

L

IN

E

C

U

T

L

I

N

E

C

U

T

L

I

N

E

C

O

N

T

I

N

U

E

D

O

N

S

H

E

E

T

2

KE

ST

ER

S C

LO

SE

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

ST

08

Hedge 1.6h

TC

60.61

MH

60.58

GG

LP

TP

61.28

ToW

Footway - Asphalt

C

/B

1.4h

G

ravel

W

a

ll

O

H

L

O

HL

O

H

L

H

e

d

g

e

1

.6

h

W

a

ll

C

/B 1

.4h

Grass

Grass

O

H

L

Grass

30mph - Asphalt

Cambridge Road

30mph - Asphalt

Cambridge Road

Grass

Grass

Grass

Gravel

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

ST

08

Hedge 1.6h

TC

60.61

MH

60.58

GG

LP

TP

61.28

ToW

Footway - Asphalt

C

/B

1.4h

G

ravel

W

a

ll

O

H

L

O

HL

O

H

L

H

e

d

g

e

1

.6

h

W

a

ll

C

/B 1

.4h

Grass

Grass

O

H

L

Grass

30mph - Asphalt

Cambridge Road

30mph - Asphalt

Cambridge Road

Grass

Grass

Grass

Gravel

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

Footway - Asphalt

Brick S

etts

Hedge 2.0h

Grass

G

rass

30mph - Asphalt

Cambridge Road

Grass

Footway - Asphalt

Brick S

etts

Hedge 2.0h

Grass

G

rass

30mph - Asphalt

Cambridge Road

Grass

BN

EF

EF EF EFEF

EF

EF

EF

EF

EF

EF

HB2

BN

HB2

HB2

LP08

LP09

BTC07

BTC08

BTC09

BTC10

BTP03

BTP04

RS04

LP10

E

K

L

E

K

L

EK

L

E

K

L

CAMBRIDGE ROAD

CAMBRIDGE ROAD

CU

T LIN

E

CU

T LIN

E

CU

T LIN

EC

UT

L

IN

E

SV

62.47

GG

TC

62.41

GG

N

B

N

B

Fo

otw

ay - A

sp

ha

lt

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

Footw

ay - A

sphalt

F

o

o

t

w

a

y

-

A

s

p

h

a

l

t

Egrem

ont R

oad

EF

LP11

BTC09

BTC10

B

T

C

1

2

B

T

C

1

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BTC11

E

K

L

E

K

L

C

A

M

B

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I

D

G

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R

O

A

D

CAMBRIDGE ROAD

L

I

M

E

S

R

O

A

D

EG

RE

MO

NT

R

OA

D

CU

T LIN

E

CU

T LIN

E

C

U

T

L

I

N

E

C

U

T

L

I

N

E

C

O

N

T

I

N

U

E

D

O

N

S

H

E

E

T

4

Drawing Originator

© Crown copyright and database rights XXXX Ordnance Survey xxxxxxxxx. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

D

R

A

F

T

5020296-SKA-HGN-ZZ-DR-CH-0003 P1.0

1:250 HW

02/09/19

GENERAL ARRANGEMENT(SHEET 3 OF 4)

HARDWICK FOOTWAY WIDENING

PRELIMINARY DESIGN

Scale

Checked Date

Checked by

Drawn Date Approved Date

Approved by

Project Name

Drawing Status

Title Original drawing sheet is A1

Drawn by

RevDrawing Number

Chk'dDrnDescriptionDateRev

Revisions

File location: P:\GBCBA\HandT\Cambridgeshire Highways\Projects\5020296-Hardwick\900 CAD & BIM\910 Drawings\HGN\5020296-SKA-HGN-ZZ-DR-CH-0001.dwg Printed by: Thompson, Neil (IS)

Unit 1A, Vantage HouseWashingley RoadHuntingdon, PE29 6SR

Tel: +44 (0)1223 785165Email: Cambridgeshirehighways@Skanska.co.uk

© Crown copyright and database rights 2018 Ordnance Survey 100023205. You are permitted to use this

data solely to enable you to respond to, or interact with, the organisation that provided you with the data.

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

- - - - -

SECTION PREVIOUSLY UPGRADED

HIGHWAY BOUNDARY NEEDS TO BE MARKED ON SITE WITH TIMBER PEGS TO

DETERMINE HIGHWAY BOUNDARY. RESIDENTS TO BE INFORMED

PROPOSED

CROSSING POINT

HIGHWAY BOUNDARY

NEEDS TO BE CHECKED !

LAMP COLUMN TO

BE RELOCATED

EXISTING SIGN TO

BE RELOCATED

!

SIGNIFICANT CDM HEALTH & SAFETY RISKS

1. ..........

NOTES:

1. DO NOT SCALE FROM THIS DRAWING.

2. SITE VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION

3. ALL KERBS TO BE LAID IN ACCORDANCE TO BS EN

1340:2003 AND HOUSING ESTATE ROAD CONSTRUCTI0N

SPECIFICATION (HERCS)

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

ALL RELEVANT DOCUMENTS AND DRAWINGS

5. CHAINAGE 0 IS LOCATED AT THE START OF THE

FOOTWAY ON MAIN STREET

!

1

Residual Risk Assessment

Wherever possible, risk is designed-out of this

proposal during the design process. Where this is

not possible, the risk will be minimised and any

residual significant risk will be noted and indicated

by the symbol.

KEY

EXISTING POWER POLE

EXISTING LAMP COLUMN

EXISTING INFORMATION BOARD

BUS SHELTER

EXISTING BUS SHELTER TO BE

DISMANTLED AND REPLACED WITH 3-BAY

CANTILEVER BUS SHELTER WITH HALF

END PANELS

PROPOSED HB2 KERB

LPxx

PPxx

IBxx

EXISTING SIGNSRSxx

VERGE

EXISTING FOOTWAY PREVIOUSLY IMPROVED

PROPOSED REFUGE ISLAND

EXISTING FOOTWAY TO BE PLANED 25mm

AND REINSTATED

EXISTING BT POLE

BTPxx

BTCxx EXISTING BT COVER

HB2

EF

BN

PROPOSED CONCRETE EDGING KERB

PROPOSED BULL NOSED KERB

NGx

NKOx

PROPOSED GULLY, POT AND FRAME AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED KERB OFFLET AND

CONNECTION TO EXISTING CARRIER DRAIN

PROPOSED TACTILE PAVING SLABS WITH

BALLOTINI BLOCKS

1004.1 100 6 3

GAP (m)

WIDTH (mm) LENGTH (m)

DIAG. NO.

PROPOSED FOOTWAY WIDENING

PROPOSED CARRIAGEWAY WIDENING

PROPOSED CARRIAGEWAY RE-PROFILING

EKLEXISTING KERB TO BE REMOVED

NMHxPROPOSED MANHOLE COVER AT NEW

CARRIAGEWAY LEVEL