1

7

1

0

0

2

0

0

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

8

0

0

9

0

0

1

0

0

2

0

0

3

0

0

4

0

0

2

0

0

3

0

0

0

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

8

0

0

0

0

1

0

0

2

0

0

3

0

0

0

1

0

0

2

0

0

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

8

0

0

900

1+

000

1

+

1

0

0

1

+

2

0

0

1

+

3

0

0

1

+

4

0

0

0

100

200

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

0

100

200

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

0

1

0

0

2

0

0

3

0

0

0

100

0

1

0

0

2

0

0

3

0

0

0

1

0

0

0

1

0

0

2

0

0

3

0

0

400

5

0

0

0

1

0

0

2

0

0

0

1

0

0

2

0

0

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

8

0

0

9

0

0

1

+

0

0

0

0

1

0

0

2

0

0

0

0

0

1

0

0

2

0

0

3

0

0

4

0

0

5

0

0

6

0

0

7

0

0

8

0

0

CRINGLEFORD FP4

HETHERSETT FP6

132 KV O/H

400 KV O/H

CRINGLEFORD FP1

0

2

0

4

0

6

0

8

0

1

0

0

1

2

0

1

4

0

1

6

0

1

8

0

2

0

0

2

2

0

2

4

0

260

2

8

0

3

0

0

3

2

0

3

4

0

3

6

0

380

4

0

0

4

2

0

4

4

0

4

6

0

4

8

0

5

0

0

5

2

0

5

4

0

5

6

0

5

8

0

6

0

0

EXISTING CANTLEY LANE SOUTH ONLY APPROX 5.5M

WIDE WHICH IS NOT APPROPRIATE FOR 2 WAY TRAFFIC

FLOW

A

1

1

B

1

1

7

2

N

O

R

W

I

C

H

R

O

A

D

B

1

1

7

2

O

L

D

N

E

W

M

A

R

K

E

T

R

O

A

D

O

L

D

N

E

W

M

A

R

K

E

T

R

O

A

D

THIC

KTH

OR

N

PA

RK

& R

IDE

C

A

N

T

L

E

Y

L

A

N

E

S

O

U

T

H

C

A

N

T

L

E

Y

L

A

N

E

B

R

E

C

K

L

A

N

D

R

A

I

L

W

A

Y

L

I

N

E

(

N

O

R

W

I

C

H

T

O

E

L

Y

)

PROPOSED CRINGLEFORD

RESIDENTIAL EXTENSION

DEVELOPMENT

A

4

7

CR

ING

LEF

OR

D

CR

ING

LEFO

RD

A

1

1

N

E

W

M

A

R

K

E

T

R

O

A

D

A

4

7

ALIGNMENT CONSTRUCTIONCLOSE TO SCHEDULED MONUMENTAND POTENTIALLY IMPACTS UPON

BURIED ARCHAEOLOGY

REALIGNED ACCESSTRACK

EXISTING STREAMCROSSING TO BE

REPLACED

FLOOD ZONE 3 IMPACTS LIKELYTO REQUIRE MITIGATION AREAS

TO COMPENSATE FOR LOSS

CANTLEY STREAMDIVERSION

PROPOSED DRAINAGEATTENUATION POND

PROPOSED SHARED GREENSPACEAS PART OF CRINGLEFORDRESIDENTIAL EXTENSION

PROPOSED CULVERT

PROPOSEDFOOTBRIDGE

PROPOSED BRIDGEWIDENING

EXISTING BRECKLAND RAILWAY BRIDGE.

RESTRICTED USE:

HEADROOM: 13"/4m

WIDTH: 5m APPROX.

WEIGHT: 7.5 TONNE

PROPOSEDUNDERPASS

PROPOSEDCULVERT

PROPOSEDOVERBRIDGES

A47/A11THICKTHORN

INTERCHANGE

ROUND HOUSEROUNDABOUT

STRUCTURE S03

STRUCTURE S04

STRUCTURE S01A

STRUCTURE S01

STRUCTURE S42

STRUCTURE S41

STRUCTURE S02

STRUCTURE S45

STRUCTURE S06

STRUCTURE S46

VETERAN TREESLOST AS A RESULT

OF ALIGNMENT

HIGHWAY IMPROVEMENTS TO BE

UNDERTAKEN AS PART OF THE

CRINGLEFORD RESIDENTIAL

EXTENSION DEVELOPMENT

ENVIRONMENTAL AGENCY FLOOD ZONE 3

SCHEDULED MONUMENT

CONTAMINATED LAND

OVERHEAD CABLES

VETERAN TREE

WATER BODY

EXISTING FOOTPATH

AREA OF HISTORICAL GRAVEL PIT

HIGHWAY IMPROVEMENTS TO BE UNDERTAKEN AS

PART OF THE CRINGLEFORD RESIDENTIAL EXTENSION

DEVELOPMENT

DCO BOUNDARY AS SUBMITTED WITHIN

ENVIRONMENTAL SCOPING REPORT

CARRIAGEWAY

EARTHWORKS

VERGE

NMU ROUTE/FOOTWAY/CYCLEWAY

LANDSCAPING

S2FOR CONSULTATION

A47/A11 THICKTHORN JUNCTION

PCF STAGE 3

A47/A11 THICKTHORN

JUNCTION IMPROVEMENT

PUBLIC CONSULTATION EXHIBITION

1:2500 Lupton, Steven

21/05/19

Grubb, Elliot

21/05/19

Candlish, Robert

21/05/19

Candlish, Robert

21/05/19

GTY GEN

000 DR CX 00001

HE551492

HE551492

pw:\\CSPWInt.grontmij.net:PW_UK Production\Documents\Projects\Transportation\HE551492 - A47-A11 THICKTHORN JUNCTION\General\General\Drgs & Models - 2D drawing\HE551492-MMSJV-GEN-000-DR-CX-00017

A1

P01

P01

22/05/19 EG XC BAINITIAL STATUS OR WIP

This map is reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of the

Controller of Her Majesty's Stationary Office © Crown copyright. Unauthorised reproduction infringes Crown copyright

and may lead to prosecution or civil proceedings. AL100018928 2015

125m 250m0

1:2500

1. ALL DIMENSIONS ARE BASED UPON ORDNANCE SURVEY AND ARE

SUBJECT TO CONFIRMATION BY TOPOGRAPHICAL SURVEY OR SIMILAR.

2. ALL DIMENSIONS ARE IN METERS (m) UNLESS OTHERWISE STATED.

3. THIS OPTION 4 ARRANGEMENT RESULTS IN:

a. ALIGNMENT DESIGN IS IN ACCORDANCE WITH DMRB.;

b. EMBANKMENTS CAN UTILISE SURPLUS MATERIALS GENERATED FROM

THE SCHEME.;

c. THE ALIGNMENT IMPACTS UPON THE EXISTING CONTAMINATED

LANDFILL, ANCIENT SCHEDULED MONUMENTS AND VETERAN TREE.;

d. CANTLEY STREAM WILL REQUIRE DIVERTING.;

e. FOOTBRIDGE ACROSS THE EXISTING A47 REPLACED.;

4. FOR DETAILS OF DEPARTURES REFER TO DRAWING NO

HE551492-MMSJV-HAC-DR-0001.

5. ALL EARTHWORKS SHOWN INDICATIVELY AND ARE SUBJECT TO

CONFIRMATION BY TOPOGRAPHICAL SURVEY.

Notes

Original Size

Client

Date Date Date Date

Drawing Number Project Ref. No.

Revision

Scale Designed Drawn Checked Approved

HE PIN | Originator | Volume

Location | Type | Role | Number

Drawing Title

Project Title

Drawing Status Suitability

Key to symbols

Rev Date Amendment Details Drawn Chk'd App'd

This drawing should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott Macdonald Sweco JV was commissioned. Mott Macdonald Sweco JV accepts no responsibility for this drawing to any party other than the person by whom it was commissioned. This drawing has been prepared for the titled project or named part thereof and should not be relied upon or used for any other project without an independent check being carried out as to its suitability and prior written authority of Mott Macdonald Sweco JV being obtained. Mott Macdonald

Sweco JV accepts no responsibility or liability for the consequences of this drawing being used for a purpose other than the purposes for which it was commissioned. Any person using or relying on this drawing for such other purpose agrees, and will by such use or reliance be taken to confirm his agreement, to indemnify Mott Macdonald Sweco JV for all loss or damage resulting therefrom.