mill mead extent of works for continuation refer to ... j -lond… ·...

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FAIRFIELD AVENUE SOUTH STREET MILL MEAD HIGH STREET FOR CONTINUATION REFER TO DRAWING SHEET 2 EXTENT OF WORKS EXTENT OF WORKS 4 2.62 PROPOSED UNCONTROLLED CROSSING JUNCTION PROPOSAL IS SUBJECT TO TRAFFIC MODELLING THE DELIVERY OF THE SHARED PATH TO BE UNDERTAKEN BY CHARTER SQUARE DEVELOPER RELOCATED BUS SHELTER 1.5 Drawing Title Project Title Drawing Suitability DO NOT SCALE Status Millimetres 100 10 0 Drawing Number Project Originator Volume Location Type Role Number - - - - - - A1 Scale: Original Size: Rev: Project Ref. No: of Sheet: Copyright C Atkins Limited (2019) Client Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description Revision Checked Authorised Status Reviewed Drawn Issue Date Description File: P:\GBEMB\TP\HA\PROJECTS\5183206 - LONDON ROAD SCHEME\91 - CAD\01-WIP\DR - DRAWINGS\SCCLR308-ATK-HML-XX-DR-CH-000001.DWG . Plotted: 14/08/2019 17:22:45 By: HUNT3289 www.atkinsglobal.com Tel: Fax: The Wells 3-13 Church Street Epsom Surrey KT17 4PF +44 (0)1372 726140 +44 (0)1372 740055 Surrey Highways & Transport for Surrey CLASSIFICATION - Base Line (Low Risk) FOR TENDER D2 5183206 A308 LONDON ROAD / HIGH STREET GENERAL ARRANGEMENT SCCLR308 ATK HML XX DR CH 000001 P04 1:250 1 4 MR 18.02.19 RM SG/UK XW P01 FIRST ISSUE S3 RM MR SG/UK XW P02 13.03.19 S3 SECOND ISSUE MP MM MF XW 20.05.19 P03 S3 ISSUE FOR ROAD SAFTEY AUDIT MP MM MF XW 23.07.19 P04 D2 ISSUE FOR TENDER 10m 0m 15m 5m 5m Scale 1:250 This map is reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright. Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. AL 100018595 , 2019. SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks (Reference shall also be made to the design hazard log). Construction LIVE TRAFFIC LIVE UTILITIES, HIGH VOLTAGE ELECTRICAL CABLES AND LOW PRESSURE GAS MAIN PRESENT IN THE AREA OF WORK. PRESENCE OF TAR AND BREAKING OF CONCRETE NOT KNOWN. Maintenance / Cleaning LIVE TRAFFIC Use LIVE TRAFFIC Decommissioning / Demolition LIVE TRAFFIC PROPOSED KERB PROPOSED CENTRAL REFUGE CONSTRUCTION KEY PROPOSED RED COLOUR TACTILE PAVING PROPOSED BUFF COLOUR TACTILE PAVING EXISTING ROAD TRAFFIC SIGN TO BE REMOUNTED EXTENT OF WORKS RELOCATED BUS SHELTER LAND TO BE MADE AVAILABLE BY BERKELEY HOMES DEVELOPMENT. LAND ACQUISITION TO BE CONFIRMED. PROPOSED PEDESTRIAN GUARD RAIL PROPOSED INDICATIVE LOCATIONS OF BOLLARDS PROPOSED ROAD TRAFFIC SIGN (INDICATIVE LOCATION) EXISTING HIGHWAY BOUNDARY (AS PER THE CONCEPT PLAN) PROPOSED HIGHWAY BOUNDARY AT NEW DEVELOPMENT KEEP LEFT BOLLARD EXISTING TRAFFIC SIGNAL TO BE RELOCATED PROPOSED PAVEMENT TREATMENT SHARED PATH TO USE EXISTING FOOTWAY PROPOSED CORDUROY PAVING PROPOSED FOOTWAY RECONSTRUCTION EXISTING PGR TO BE REMOVE AND REUSED PROPOSED FOOTWAY WIDENING FOOTWAY RESURFACING EXISTING ROAD TRAFFIC SIGN TO BE RELOCATED EXISTING LIGHTING COLUMNS TO BE RETAINED PROPOSED GULLY PROPOSED RAISED TABLE PROPOSED VEHICLE CROSSOVER NOTES 1. DO NOT SCALE FROM THIS DRAWING. 2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE STATED. 3. FOR DETAILS OF ROAD HUMP TYPE 4 REFER SCC SD DRAWINGNUMBER 1000 /113 REV F AND 1000 / 119 REV G. 4. FOR DETAILS OF MEDIAN STRIP AT CENTRAL RESERVATION REFER SCC SD DRAWING NUMBER 1000 / 45 REV E. 5. FOR DETAILS OF RAISED ISLAND ON EXISTING CARRIAGEWAY REFER SCC SD DRAWING NUMBER 1000 / 17 REV F 6. FOR DETAILS OF PEDESTRIAN GUARD RAILS REFER SCC SD DRAWING NUMBER 1000 /513. 7. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X 50mm ( RED COLOUR AT CONTROLLED CROSSINGS). REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS SECTION DETAILS. 8. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X 50mm ( BUFF BLISTER AT UNCONTROLLED CROSSINGS). REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS SECTION DETAILS. 9. FOR KERB TYPES AND FOOTWAY TREATMENT REFER TO DRAWING NUMBERS SCCLR308-ATK-HKF-XX-DR-CH-000001 TO SCCLR308-ATK-HKF-XX-DR-CH-000004. 10. FOR PAVEMENT REFER TO DRAWING NUMBERS SCCLR308-ATK-HPV-XX-DR-CH-000001 TO SCCLR308-ATK-HPV-XX-DR-CH-000004. 11. PROPOSED ROAD MARKINGS TO TIE IN WITH THE EXISTING ROAD MARKINGS. FOR PROPOSED ROAD MARKING REFER TO DRAWING NUMBERS SCCLR308-ATK-HMK-XX-DR-CH-000001 TO SCCLR308-ATK-HMK-XX-DR-CH-000004. 12. FOR DEPARTURE FROM STANDARDS REFER TO DRAWING NUMBERS SCCLR308-ATK-HDR-XX-DR-CH-000001 TO SCCLR308-ATK-HDR-XX-DR-CH-000002 13. FOR SIGN DRAWINGS & SCHEDULE REFER TO DRAWING NUMBERS SCCLR308-ATK-HSN-XX-DR-CH-000001 TO SCCLR308-ATK-HSN-XX-DR-CH-000004. 14. FOR PEDESTRIAN GUARD RAIL REFER TO DRAWING NUMBERS SCCLR308-ATK-HRF-XX-DR-CH-000001TO SCCLR308-ATK-HRF-XX-DR-CH-000002 15. FOR DRAINAGE DETAIL REFER TO DRAWING NUMBERS SCCLR308-ATK-HDG-XX-DR-CH-000001 TO SCCLR308-ATK-HDG-XX-DR-CH-000004. EXTENT OF WORKS G EXISTING LIGHTING COLUMNS TO BE RELOCATED Page 71

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Page 1: MILL MEAD EXTENT OF WORKS FOR CONTINUATION REFER TO ... J -Lond… · scclr308-atk-hdg-xx-dr-ch-000001 to scclr308-atk-hdg-xx-dr-ch-000004. extent of works g existing lighting columns

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2.62

PROPOSED UNCONTROLLED

CROSSING JUNCTION

PROPOSAL IS SUBJECT TO

TRAFFIC MODELLING

THE DELIVERY OF THE SHARED

PATH TO BE UNDERTAKEN BY

CHARTER SQUARE DEVELOPER

RELOCATED

BUS SHELTER

1.5

Drawing Title

Project Title

Drawing Suitability

DO

N

OT

S

CA

LE

Status

Millim

etre

s

10

01

00

Drawing Number

Project Originator Volume

Location Type RoleNumber

-

- - -

--

A1

Scale:

Original

Size:

Rev:

Project

Ref. No:

of

Sheet:

Copyright C Atkins Limited (2019)

Client

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

File: P:\GBEMB\TP\HA\PROJECTS\5183206 - LONDON ROAD SCHEME\91 - CAD\01-WIP\DR - DRAWINGS\SCCLR308-ATK-HML-XX-DR-CH-000001.DWG . Plotted: 14/08/2019 17:22:45 By: HUNT3289

www.atkinsglobal.com

Tel:

Fax:

The Wells

3-13 Church Street

Epsom

Surrey

KT17 4PF

+44 (0)1372 726140

+44 (0)1372 740055

Surrey Highways & Transport for Surrey

CLASSIFICATION - Base Line (Low Risk)

FOR TENDER D2

5183206

A308 LONDON ROAD / HIGH STREET

GENERAL ARRANGEMENT

SCCLR308 ATK HML

XX DR CH 000001

P04

1:250 1 4

MR 18.02.19RMSG/UK XWP01

FIRST ISSUE

S3

RMMR SG/UK XWP02 13.03.19S3

SECOND ISSUE

MPMM MF XW 20.05.19P03S3

ISSUE FOR ROAD SAFTEY AUDIT

MPMM MF XW 23.07.19P04D2

ISSUE FOR TENDER

10m0m 15m5m5m

Scale 1:250

This map is reproduced from Ordnance Survey

material with the permission of Ordnance Survey on

behalf of the Controller of Her Majesty's Stationery

Office © Crown copyright. Unauthorised reproduction

infringes Crown copyright and may lead to

prosecution or civil proceedings. AL 100018595 , 2019.

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards/risks normally associated with the types of work

detailed on this drawing, note the following significant residual risks

(Reference shall also be made to the design hazard log).

Construction

LIVE TRAFFIC

LIVE UTILITIES, HIGH VOLTAGE ELECTRICAL CABLES AND LOW

PRESSURE GAS MAIN PRESENT IN THE AREA OF WORK.

PRESENCE OF TAR AND BREAKING OF CONCRETE NOT KNOWN.

Maintenance / Cleaning

LIVE TRAFFIC

Use

LIVE TRAFFIC

Decommissioning / Demolition

LIVE TRAFFIC

PROPOSED KERB

PROPOSED CENTRAL REFUGE

CONSTRUCTION

KEY

PROPOSED RED COLOUR TACTILE PAVING

PROPOSED BUFF COLOUR TACTILE

PAVING

EXISTING ROAD TRAFFIC SIGN TO BE REMOUNTED

EXTENT OF WORKS

RELOCATED BUS SHELTER

LAND TO BE MADE AVAILABLE BY BERKELEY

HOMES DEVELOPMENT. LAND ACQUISITION

TO BE CONFIRMED.

PROPOSED PEDESTRIAN GUARD RAIL

PROPOSED INDICATIVE LOCATIONS

OF BOLLARDS

PROPOSED ROAD TRAFFIC SIGN

(INDICATIVE LOCATION)

EXISTING HIGHWAY BOUNDARY

(AS PER THE CONCEPT PLAN)

PROPOSED HIGHWAY BOUNDARY AT NEW

DEVELOPMENT

KEEP LEFT BOLLARD

EXISTING TRAFFIC SIGNAL TO BE RELOCATED

PROPOSED PAVEMENT TREATMENT

SHARED PATH TO USE EXISTING FOOTWAY

PROPOSED CORDUROY PAVING

PROPOSED FOOTWAY RECONSTRUCTION

EXISTING PGR TO BE REMOVE AND REUSED

PROPOSED FOOTWAY WIDENING

FOOTWAY RESURFACING

EXISTING ROAD TRAFFIC SIGN TO BE RELOCATED

EXISTING LIGHTING COLUMNS TO BE RETAINED

PROPOSED GULLY

PROPOSED RAISED TABLE

PROPOSED VEHICLE CROSSOVER

NOTES

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE

STATED.

3. FOR DETAILS OF ROAD HUMP TYPE 4 REFER SCC SD

DRAWINGNUMBER 1000 /113 REV F AND 1000 / 119 REV G.

4. FOR DETAILS OF MEDIAN STRIP AT CENTRAL RESERVATION

REFER SCC SD DRAWING NUMBER 1000 / 45 REV E.

5. FOR DETAILS OF RAISED ISLAND ON EXISTING CARRIAGEWAY

REFER SCC SD DRAWING NUMBER 1000 / 17 REV F

6. FOR DETAILS OF PEDESTRIAN GUARD RAILS REFER SCC SD

DRAWING NUMBER 1000 /513.

7. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( RED COLOUR AT CONTROLLED CROSSINGS). REFER

TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS

SECTION DETAILS.

8. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( BUFF BLISTER AT UNCONTROLLED CROSSINGS).

REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR

CROSS SECTION DETAILS.

9. FOR KERB TYPES AND FOOTWAY TREATMENT REFER TO

DRAWING NUMBERS SCCLR308-ATK-HKF-XX-DR-CH-000001 TO

SCCLR308-ATK-HKF-XX-DR-CH-000004.

10. FOR PAVEMENT REFER TO DRAWING NUMBERS

SCCLR308-ATK-HPV-XX-DR-CH-000001 TO

SCCLR308-ATK-HPV-XX-DR-CH-000004.

11. PROPOSED ROAD MARKINGS TO TIE IN WITH THE EXISTING

ROAD MARKINGS. FOR PROPOSED ROAD MARKING REFER TO

DRAWING NUMBERS SCCLR308-ATK-HMK-XX-DR-CH-000001

TO SCCLR308-ATK-HMK-XX-DR-CH-000004.

12. FOR DEPARTURE FROM STANDARDS REFER TO DRAWING

NUMBERS SCCLR308-ATK-HDR-XX-DR-CH-000001 TO

SCCLR308-ATK-HDR-XX-DR-CH-000002

13. FOR SIGN DRAWINGS & SCHEDULE REFER TO DRAWING

NUMBERS SCCLR308-ATK-HSN-XX-DR-CH-000001 TO

SCCLR308-ATK-HSN-XX-DR-CH-000004.

14. FOR PEDESTRIAN GUARD RAIL REFER TO DRAWING

NUMBERS SCCLR308-ATK-HRF-XX-DR-CH-000001TO

SCCLR308-ATK-HRF-XX-DR-CH-000002

15. FOR DRAINAGE DETAIL REFER TO DRAWING NUMBERS

SCCLR308-ATK-HDG-XX-DR-CH-000001 TO

SCCLR308-ATK-HDG-XX-DR-CH-000004.

EXTENT OF WORKS

G

EXISTING LIGHTING COLUMNS TO BE RELOCATED

Page 71

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Page 2: MILL MEAD EXTENT OF WORKS FOR CONTINUATION REFER TO ... J -Lond… · scclr308-atk-hdg-xx-dr-ch-000001 to scclr308-atk-hdg-xx-dr-ch-000004. extent of works g existing lighting columns

4

2.7

52

.7

52

.8

52.45

FOOTWAY

FOUNDATION TO BE

CONFIRMED PRIOR

TO CONSTRUCTION

LAND ACQUISITION

AREA = 150.08sqm

4

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LONDON ROAD

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Drawing Title

Project Title

Drawing Suitability

DO

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OT

S

CA

LE

Status

Millim

etre

s

10

01

00

Drawing Number

Project Originator Volume

Location Type RoleNumber

-

- - -

--

A1

Scale:

Original

Size:

Rev:

Project

Ref. No:

of

Sheet:

Copyright C Atkins Limited (2019)

Client

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

File: P:\GBEMB\TP\HA\PROJECTS\5183206 - LONDON ROAD SCHEME\91 - CAD\01-WIP\DR - DRAWINGS\SCCLR308-ATK-HML-XX-DR-CH-000002.DWG . Plotted: 14/08/2019 17:23:07 By: HUNT3289

www.atkinsglobal.com

Tel:

Fax:

The Wells

3-13 Church Street

Epsom

Surrey

KT17 4PF

+44 (0)1372 726140

+44 (0)1372 740055

Surrey Highways & Transport for Surrey

CLASSIFICATION - Base Line (Low Risk)

FOR TENDER D2

5183206

SURREY COUNTY COUNCIL IMPROVENT SCHEME

A308 LONDON ROAD / HIGH STREET

GENERAL ARRANGEMENT

SCCLR308 ATK HML

XX DR CH 000002

P04

1:250 2 4

MR 18.02.19RMSG/UK XWP01

FIRST ISSUE

S3

RMMR SG/UK XWP02 13.03.19S3

SECOND ISSUE

MPMM MF XW 20.05.19P03S3

ISSUE FOR ROAD SAFTEY AUDIT

mpMM MF XW 23.07.19P04D2

ISSUE FOR TENDER

10m0m 15m5m5m

Scale 1:250

This map is reproduced from Ordnance Survey

material with the permission of Ordnance Survey on

behalf of the Controller of Her Majesty's Stationery

Office © Crown copyright. Unauthorised reproduction

infringes Crown copyright and may lead to

prosecution or civil proceedings. AL 100018595 , 2019.

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards/risks normally associated with the types of work

detailed on this drawing, note the following significant residual risks

(Reference shall also be made to the design hazard log).

Construction

LIVE TRAFFIC

LIVE UTILITIES, HIGH VOLTAGE ELECTRICAL CABLES AND LOW

PRESSURE GAS MAIN PRESENT IN THE AREA OF WORK.

PRESENCE OF TAR AND BREAKING OF CONCRETE NOT KNOWN.

Maintenance / Cleaning

LIVE TRAFFIC

Use

LIVE TRAFFIC

Decommissioning / Demolition

LIVE TRAFFIC

PROPOSED KERB

PROPOSED CENTRAL REFUGE

CONSTRUCTION

KEY

PROPOSED RED COLOUR TACTILE PAVING

PROPOSED BUFF COLOUR TACTILE

PAVING

EXISTING ROAD TRAFFIC SIGN TO BE REMOUNTED

EXTENT OF WORKS

RELOCATED BUS SHELTER

LAND TO BE MADE AVAILABLE BY BERKELEY

HOMES DEVELOPMENT. LAND ACQUISITION

TO BE CONFIRMED.

PROPOSED PEDESTRIAN GUARD RAIL

PROPOSED INDICATIVE LOCATIONS

OF BOLLARDS

PROPOSED ROAD TRAFFIC SIGN

(INDICATIVE LOCATION)

EXISTING HIGHWAY BOUNDARY

(AS PER THE CONCEPT PLAN)

PROPOSED HIGHWAY BOUNDARY AT NEW

DEVELOPMENT

KEEP LEFT BOLLARD

EXISTING TRAFFIC SIGNAL TO BE RELOCATED

PROPOSED PAVEMENT TREATMENT

SHARED PATH TO USE EXISTING FOOTWAY

PROPOSED CORDUROY PAVING

PROPOSED FOOTWAY RECONSTRUCTION

EXISTING PGR TO BE REMOVE AND REUSED

PROPOSED FOOTWAY WIDENING

FOOTWAY RESURFACING

EXISTING ROAD TRAFFIC SIGN TO BE RELOCATED

EXISTING LIGHTING COLUMNS TO BE RETAINED

PROPOSED GULLY

PROPOSED RAISED TABLE

PROPOSED VEHICLE CROSSOVER

NOTES

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE

STATED.

3. FOR DETAILS OF ROAD HUMP TYPE 4 REFER SCC SD

DRAWINGNUMBER 1000 /113 REV F AND 1000 / 119 REV G.

4. FOR DETAILS OF MEDIAN STRIP AT CENTRAL RESERVATION

REFER SCC SD DRAWING NUMBER 1000 / 45 REV E.

5. FOR DETAILS OF RAISED ISLAND ON EXISTING CARRIAGEWAY

REFER SCC SD DRAWING NUMBER 1000 / 17 REV F

6. FOR DETAILS OF PEDESTRIAN GUARD RAILS REFER SCC SD

DRAWING NUMBER 1000 /513.

7. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( RED COLOUR AT CONTROLLED CROSSINGS). REFER

TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS

SECTION DETAILS.

8. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( BUFF BLISTER AT UNCONTROLLED CROSSINGS).

REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR

CROSS SECTION DETAILS.

9. FOR KERB TYPES AND FOOTWAY TREATMENT REFER TO

DRAWING NUMBERS SCCLR308-ATK-HKF-XX-DR-CH-000001 TO

SCCLR308-ATK-HKF-XX-DR-CH-000004.

10. FOR PAVEMENT REFER TO DRAWING NUMBERS

SCCLR308-ATK-HPV-XX-DR-CH-000001 TO

SCCLR308-ATK-HPV-XX-DR-CH-000004.

11. PROPOSED ROAD MARKINGS TO TIE IN WITH THE EXISTING

ROAD MARKINGS. FOR PROPOSED ROAD MARKING REFER TO

DRAWING NUMBERS SCCLR308-ATK-HMK-XX-DR-CH-000001

TO SCCLR308-ATK-HMK-XX-DR-CH-000004.

12. FOR DEPARTURE FROM STANDARDS REFER TO DRAWING

NUMBERS SCCLR308-ATK-HDR-XX-DR-CH-000001 TO

SCCLR308-ATK-HDR-XX-DR-CH-000002

13. FOR SIGN DRAWINGS & SCHEDULE REFER TO DRAWING

NUMBERS SCCLR308-ATK-HSN-XX-DR-CH-000001 TO

SCCLR308-ATK-HSN-XX-DR-CH-000004.

14. FOR PEDESTRIAN GUARD RAIL REFER TO DRAWING

NUMBERS SCCLR308-ATK-HRF-XX-DR-CH-000001TO

SCCLR308-ATK-HRF-XX-DR-CH-000002

15. FOR DRAINAGE DETAIL REFER TO DRAWING NUMBERS

SCCLR308-ATK-HDG-XX-DR-CH-000001 TO

SCCLR308-ATK-HDG-XX-DR-CH-000004.

EXTENT OF WORKS

G

EXISTING LIGHTING COLUMNS TO BE RELOCATED

Page 72

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Page 3: MILL MEAD EXTENT OF WORKS FOR CONTINUATION REFER TO ... J -Lond… · scclr308-atk-hdg-xx-dr-ch-000001 to scclr308-atk-hdg-xx-dr-ch-000004. extent of works g existing lighting columns

EX M

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2.85

2.75

2.85

2.8

FOOTWAY RECONSTRUCTION

AND KERB LINE TO TIE IN WITH

THE EXISTING SURFACE

LAND ACQUISITION

AREA = 150.08sqm

SEE NOTE 3

BUS STOP

FOOTWAY WIDENING

AND KERB LINE TO TIE

IN WITH THE EXISTING

EXISTING ACCESS

MAINTAINED

EXISTING BUS SHELTER TO BE

REPLACED WITH A NEW

SHELTER WHICH ALLOWS THE

CYCLISTS TO PASS BENEATH

THE SHELTER ROOF

FOOTWAY

FOUNDATION TO BE

CONFIRMED PRIOR

TO CONSTRUCTION

Drawing Title

Project Title

Drawing Suitability

DO

N

OT

S

CA

LE

Status

Millim

etre

s

10

01

00

Drawing Number

Project Originator Volume

Location Type RoleNumber

-

- - -

--

A1

Scale:

Original

Size:

Rev:

Project

Ref. No:

of

Sheet:

Copyright C Atkins Limited (2019)

Client

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

File: P:\GBEMB\TP\HA\PROJECTS\5183206 - LONDON ROAD SCHEME\91 - CAD\01-WIP\DR - DRAWINGS\SCCLR308-ATK-HML-XX-DR-CH-000003.DWG . Plotted: 14/08/2019 17:23:28 By: HUNT3289

www.atkinsglobal.com

Tel:

Fax:

The Wells

3-13 Church Street

Epsom

Surrey

KT17 4PF

+44 (0)1372 726140

+44 (0)1372 740055

Surrey Highways & Transport for Surrey

CLASSIFICATION - Base Line (Low Risk)

FOR TENDER D2

5183206

SURREY COUNTY COUNCIL IMPROVENT SCHEME

A308 LONDON ROAD / HIGH STREET

GENERAL ARRANGEMENT

SCCLR308 ATK HML

XX DR CH 000003

P04

1:250 3 4

MR 18.02.19RMSG/UK XWP01

FIRST ISSUE

S3

RMMR SG/UK XWP02 13.03.19S3

SECOND ISSUE

MPMM MF XW 20.05.19P03S3

ISSUE FOR ROAD SAFTEY AUDIT

MPMM MF XW 23.07.19P04D2

ISSUE FOR TENDER

10m0m 15m5m5m

Scale 1:250

This map is reproduced from Ordnance Survey

material with the permission of Ordnance Survey on

behalf of the Controller of Her Majesty's Stationery

Office © Crown copyright. Unauthorised reproduction

infringes Crown copyright and may lead to

prosecution or civil proceedings. AL 100018595 , 2019.

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards/risks normally associated with the types of work

detailed on this drawing, note the following significant residual risks

(Reference shall also be made to the design hazard log).

Construction

LIVE TRAFFIC

LIVE UTILITIES, HIGH VOLTAGE ELECTRICAL CABLES AND LOW

PRESSURE GAS MAIN PRESENT IN THE AREA OF WORK.

PRESENCE OF TAR AND BREAKING OF CONCRETE NOT KNOWN.

Maintenance / Cleaning

LIVE TRAFFIC

Use

LIVE TRAFFIC

Decommissioning / Demolition

LIVE TRAFFIC

PROPOSED KERB

PROPOSED CENTRAL REFUGE

CONSTRUCTION

KEY

PROPOSED RED COLOUR TACTILE PAVING

PROPOSED BUFF COLOUR TACTILE

PAVING

EXISTING ROAD TRAFFIC SIGN TO BE REMOUNTED

EXTENT OF WORKS

RELOCATED BUS SHELTER

LAND TO BE MADE AVAILABLE BY BERKELEY

HOMES DEVELOPMENT. LAND ACQUISITION

TO BE CONFIRMED.

PROPOSED PEDESTRIAN GUARD RAIL

PROPOSED INDICATIVE LOCATIONS

OF BOLLARDS

PROPOSED ROAD TRAFFIC SIGN

(INDICATIVE LOCATION)

EXISTING HIGHWAY BOUNDARY

(AS PER THE CONCEPT PLAN)

PROPOSED HIGHWAY BOUNDARY AT NEW

DEVELOPMENT

KEEP LEFT BOLLARD

PROPOSED PAVEMENT TREATMENT

SHARED PATH TO USE EXISTING FOOTWAY

PROPOSED CORDUROY PAVING

PROPOSED FOOTWAY RECONSTRUCTION

EXISTING PGR TO BE REMOVE AND REUSED

PROPOSED FOOTWAY WIDENING

FOOTWAY RESURFACING

EXISTING ROAD TRAFFIC SIGN TO BE RELOCATED

PROPOSED RAISED TABLE

PROPOSED VEHICLE CROSSOVER

NOTES

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE

STATED.

3. FOR DETAILS OF ROAD HUMP TYPE 4 REFER SCC SD

DRAWINGNUMBER 1000 /113 REV F AND 1000 / 119 REV G.

4. FOR DETAILS OF MEDIAN STRIP AT CENTRAL RESERVATION

REFER SCC SD DRAWING NUMBER 1000 / 45 REV E.

5. FOR DETAILS OF RAISED ISLAND ON EXISTING CARRIAGEWAY

REFER SCC SD DRAWING NUMBER 1000 / 17 REV F

6. FOR DETAILS OF PEDESTRIAN GUARD RAILS REFER SCC SD

DRAWING NUMBER 1000 /513.

7. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( RED COLOUR AT CONTROLLED CROSSINGS). REFER

TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS

SECTION DETAILS.

8. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( BUFF BLISTER AT UNCONTROLLED CROSSINGS).

REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR

CROSS SECTION DETAILS.

9. FOR KERB TYPES AND FOOTWAY TREATMENT REFER TO

DRAWING NUMBERS SCCLR308-ATK-HKF-XX-DR-CH-000001 TO

SCCLR308-ATK-HKF-XX-DR-CH-000004.

10. FOR PAVEMENT REFER TO DRAWING NUMBERS

SCCLR308-ATK-HPV-XX-DR-CH-000001 TO

SCCLR308-ATK-HPV-XX-DR-CH-000004.

11. PROPOSED ROAD MARKINGS TO TIE IN WITH THE EXISTING

ROAD MARKINGS. FOR PROPOSED ROAD MARKING REFER TO

DRAWING NUMBERS SCCLR308-ATK-HMK-XX-DR-CH-000001

TO SCCLR308-ATK-HMK-XX-DR-CH-000004.

12. FOR DEPARTURE FROM STANDARDS REFER TO DRAWING

NUMBERS SCCLR308-ATK-HDR-XX-DR-CH-000001 TO

SCCLR308-ATK-HDR-XX-DR-CH-000002

13. FOR SIGN DRAWINGS & SCHEDULE REFER TO DRAWING

NUMBERS SCCLR308-ATK-HSN-XX-DR-CH-000001 TO

SCCLR308-ATK-HSN-XX-DR-CH-000004.

14. FOR PEDESTRIAN GUARD RAIL REFER TO DRAWING

NUMBERS SCCLR308-ATK-HRF-XX-DR-CH-000001TO

SCCLR308-ATK-HRF-XX-DR-CH-000002

15. FOR DRAINAGE DETAIL REFER TO DRAWING NUMBERS

SCCLR308-ATK-HDG-XX-DR-CH-000001 TO

SCCLR308-ATK-HDG-XX-DR-CH-000004.

EXTENT OF WORKS

EXISTING TRAFFIC SIGNAL TO BE RELOCATED

EXISTING LIGHTING COLUMNS TO BE RETAINED

PROPOSED GULLYG

EXISTING LIGHTING COLUMNS TO BE RELOCATED

DESIGN SUBJECT TO REVISION,

AWAITING DESIGN INFORMATION

FOR TRAFFIC SIGNALS

Page 73

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17.02
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16.65
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Page 4: MILL MEAD EXTENT OF WORKS FOR CONTINUATION REFER TO ... J -Lond… · scclr308-atk-hdg-xx-dr-ch-000001 to scclr308-atk-hdg-xx-dr-ch-000004. extent of works g existing lighting columns

EX M

EX M

EX M

EX M

EX M

EX M

EX M

EX M

EX M

EX M

2.5

3.40

3.40

4.00

1.34

0.90

FOOTWAY CONSTRUCTION

TO TIE IN WITH THE EXISTING

EXISTING BUS MARKING

TO BE REMOVED

PROPOSED TOUCAN

CROSSING

PROPOSED TOUCAN

CROSSING

PROPOSED

PARKING BAY

EXISTING ACCESSES /

VEHICLE CROSSOVERS

MAINTAINED

EXISTING SHALLOW KERB'S

TO BE RETAINED. REFER TO

DRA ITEM 16

FO

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ON

TIN

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Drawing Title

Project Title

Drawing Suitability

DO

N

OT

S

CA

LE

Status

Millim

etre

s

10

01

00

Drawing Number

Project Originator Volume

Location Type RoleNumber

-

- - -

--

A1

Scale:

Original

Size:

Rev:

Project

Ref. No:

of

Sheet:

Copyright C Atkins Limited (2019)

Client

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

Revision Checked AuthorisedStatus ReviewedDrawn Issue Date

Description

File: P:\GBEMB\TP\HA\PROJECTS\5183206 - LONDON ROAD SCHEME\91 - CAD\01-WIP\DR - DRAWINGS\SCCLR308-ATK-HML-XX-DR-CH-000004.DWG . Plotted: 14/08/2019 17:23:51 By: HUNT3289

www.atkinsglobal.com

Tel:

Fax:

The Wells

3-13 Church Street

Epsom

Surrey

KT17 4PF

+44 (0)1372 726140

+44 (0)1372 740055

Surrey Highways & Transport for Surrey

CLASSIFICATION - Base Line (Low Risk)

FOR TENDER D2

5183206

SURREY COUNTY COUNCIL IMPROVENT SCHEME

A308 LONDON ROAD / HIGH STREET

GENERAL ARRANGEMENT

SCCLR308 ATK HML

XX DR CH 000004

P04

1:250 4 4

MR 18.02.19RMSG/UK XWP01

FIRST ISSUE

S3

RMMR SG/UK XWP02 13.03.19S3

SECOND ISSUE

MPMM MF XW 20.05.19P03S3

ISSUE FOR ROAD SAFTEY AUDIT

MPMM MF XW 23.07.19P04D2

ISSUE FOR TENDER

10m0m 15m5m5m

Scale 1:250

This map is reproduced from Ordnance Survey

material with the permission of Ordnance Survey on

behalf of the Controller of Her Majesty's Stationery

Office © Crown copyright. Unauthorised reproduction

infringes Crown copyright and may lead to

prosecution or civil proceedings. AL 100018595 , 2019.

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

In addition to the hazards/risks normally associated with the types of work

detailed on this drawing, note the following significant residual risks

(Reference shall also be made to the design hazard log).

Construction

LIVE TRAFFIC

LIVE UTILITIES, HIGH VOLTAGE ELECTRICAL CABLES AND LOW

PRESSURE GAS MAIN PRESENT IN THE AREA OF WORK.

PRESENCE OF TAR AND BREAKING OF CONCRETE NOT KNOWN.

Maintenance / Cleaning

LIVE TRAFFIC

Use

LIVE TRAFFIC

Decommissioning / Demolition

LIVE TRAFFIC

PROPOSED KERB

PROPOSED CENTRAL REFUGE

CONSTRUCTION

KEY

PROPOSED RED COLOUR TACTILE PAVING

PROPOSED BUFF COLOUR TACTILE

PAVING

EXISTING ROAD TRAFFIC SIGN TO BE REMOUNTED

EXTENT OF WORKS

RELOCATED BUS SHELTER

LAND TO BE MADE AVAILABLE BY BERKELEY

HOMES DEVELOPMENT. LAND ACQUISITION

TO BE CONFIRMED.

PROPOSED PEDESTRIAN GUARD RAIL

PROPOSED INDICATIVE LOCATIONS

OF BOLLARDS

PROPOSED ROAD TRAFFIC SIGN

(INDICATIVE LOCATION)

EXISTING HIGHWAY BOUNDARY

(AS PER THE CONCEPT PLAN)

PROPOSED HIGHWAY BOUNDARY AT NEW

DEVELOPMENT

KEEP LEFT BOLLARD

EXISTING TRAFFIC SIGNAL TO BE RELOCATED

PROPOSED PAVEMENT TREATMENT

SHARED PATH TO USE EXISTING FOOTWAY

PROPOSED CORDUROY PAVING

PROPOSED FOOTWAY RECONSTRUCTION

EXISTING PGR TO BE REMOVE AND REUSED

PROPOSED FOOTWAY WIDENING

FOOTWAY RESURFACING

EXISTING ROAD TRAFFIC SIGN TO BE RELOCATED

EXISTING LIGHTING COLUMNS TO BE RETAINED

PROPOSED GULLY

PROPOSED RAISED TABLE

PROPOSED VEHICLE CROSSOVER

NOTES

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE

STATED.

3. FOR DETAILS OF ROAD HUMP TYPE 4 REFER SCC SD

DRAWINGNUMBER 1000 /113 REV F AND 1000 / 119 REV G.

4. FOR DETAILS OF MEDIAN STRIP AT CENTRAL RESERVATION

REFER SCC SD DRAWING NUMBER 1000 / 45 REV E.

5. FOR DETAILS OF RAISED ISLAND ON EXISTING CARRIAGEWAY

REFER SCC SD DRAWING NUMBER 1000 / 17 REV F

6. FOR DETAILS OF PEDESTRIAN GUARD RAILS REFER SCC SD

DRAWING NUMBER 1000 /513.

7. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( RED COLOUR AT CONTROLLED CROSSINGS). REFER

TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR CROSS

SECTION DETAILS.

8. FOR DETAILS OF NEW TACTILE PAVING 400mm X 400mm X

50mm ( BUFF BLISTER AT UNCONTROLLED CROSSINGS).

REFER TO SCC SD 1000 / 30 REV E AND 1000 / 31 REV E FOR

CROSS SECTION DETAILS.

9. FOR KERB TYPES AND FOOTWAY TREATMENT REFER TO

DRAWING NUMBERS SCCLR308-ATK-HKF-XX-DR-CH-000001 TO

SCCLR308-ATK-HKF-XX-DR-CH-000004.

10. FOR PAVEMENT REFER TO DRAWING NUMBERS

SCCLR308-ATK-HPV-XX-DR-CH-000001 TO

SCCLR308-ATK-HPV-XX-DR-CH-000004.

11. PROPOSED ROAD MARKINGS TO TIE IN WITH THE EXISTING

ROAD MARKINGS. FOR PROPOSED ROAD MARKING REFER TO

DRAWING NUMBERS SCCLR308-ATK-HMK-XX-DR-CH-000001

TO SCCLR308-ATK-HMK-XX-DR-CH-000004.

12. FOR DEPARTURE FROM STANDARDS REFER TO DRAWING

NUMBERS SCCLR308-ATK-HDR-XX-DR-CH-000001 TO

SCCLR308-ATK-HDR-XX-DR-CH-000002

13. FOR SIGN DRAWINGS & SCHEDULE REFER TO DRAWING

NUMBERS SCCLR308-ATK-HSN-XX-DR-CH-000001 TO

SCCLR308-ATK-HSN-XX-DR-CH-000004.

14. FOR PEDESTRIAN GUARD RAIL REFER TO DRAWING

NUMBERS SCCLR308-ATK-HRF-XX-DR-CH-000001TO

SCCLR308-ATK-HRF-XX-DR-CH-000002

15. FOR DRAINAGE DETAIL REFER TO DRAWING NUMBERS

SCCLR308-ATK-HDG-XX-DR-CH-000001 TO

SCCLR308-ATK-HDG-XX-DR-CH-000004.

EXTENT OF WORKS

G

EXISTING LIGHTING COLUMNS TO BE RELOCATED

Page 74

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RWP
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S1
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15.251
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S2
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14.957
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171850N
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171900N
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504200E
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504250E
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504300E
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15.57
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15.42
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15.34
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15.29
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15.22
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15.22
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15.28
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15.17
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15.08
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15.03
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15.09
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15.01
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15.06
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14.98
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14.98
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14.82
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14.79
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14.96
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14.79
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14.87
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14.96
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14.91
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15.03
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14.91
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15.02
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14.89
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14.88
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15.02
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15.12
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15.08
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14.91
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14.88
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14.99
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15.16
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15.25
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15.34
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15.82
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15.69
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16.00
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16.12
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15.71
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15.59
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14.86
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14.81
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15.26
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15.14
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15.11
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15.23
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15.23
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15.32
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15.21
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15.34
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15.46
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15.33
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15.37
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15.50
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15.56
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15.63
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15.83
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15.94
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15.22
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15.10
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15.11
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15.21
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15.18
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15.07
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15.06
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15.15
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15.09
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15.15
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15.20
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15.12
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15.18
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15.27
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15.31
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15.21
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15.83
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15.47
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15.20
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15.05
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14.99
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14.99
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14.99
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14.99
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15.06
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15.10
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15.17
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15.36
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15.48
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15.72
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15.03
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15.31
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15.29
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15.42
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15.49
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15.76
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15.95
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16.07
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15.81
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15.84
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15.62
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15.46
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15.22
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15.11
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14.93
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14.98
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15.04
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15.11
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15.29
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15.44
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17.30
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15.54
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15.88
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15.06
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15.07
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15.06
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15.03
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15.09
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14.96
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14.96
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15.06
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15.18
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15.30
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15.26
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15.22
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15.26
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15.29
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15.24
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15.23
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15.22
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15.24
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15.49
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15.67
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15.43
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15.16
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15.15
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15.17
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15.13
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15.09
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15.06
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15.04
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15.03
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15.18
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15.22
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15.27
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15.52
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15.67
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15.11
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15.12
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15.19
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15.24
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15.32
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15.02
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15.00
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14.98
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15.02
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15.00
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15.01
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15.03
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14.99
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15.13
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15.01
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14.85
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15.01
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14.83
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14.84
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14.99
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14.84
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14.95
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14.96
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14.77
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14.78
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14.96
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15.10
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14.81
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14.83
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14.97
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14.97
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14.83
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14.95
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15.13
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15.20
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15.10
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15.08
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15.12
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15.06
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14.97
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14.95
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14.88
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14.96
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14.86
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14.88
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14.88
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15.02
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15.04
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14.92
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14.92
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15.04
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14.91
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14.94
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14.93
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14.94
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14.92
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14.92
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15.06
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15.10
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14.98
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15.00
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14.97
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15.12
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14.88
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14.88
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14.89
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15.01
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15.00
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14.89
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14.89
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15.01
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14.97
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15.07
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14.87
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14.86
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14.86
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14.90
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14.95
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15.09
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14.91
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15.01
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15.02
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15.01
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14.93
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15.02
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14.93
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14.93
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15.07
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15.07
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15.03
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15.06
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15.02
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14.86
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14.90
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14.93
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14.91
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14.92
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14.91
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14.84
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15.08
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14.85
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15.44
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15.67
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15.73
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15.07
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15.04
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15.06
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15.12
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15.46
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15.02
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14.94
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14.99
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15.10
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15.04
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14.99
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15.03
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HT 11m
AutoCAD SHX Text
BEECH
AutoCAD SHX Text
COMMS
AutoCAD SHX Text
NP
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.9m
AutoCAD SHX Text
CONC
AutoCAD SHX Text
THRESHOLD
AutoCAD SHX Text
THRESHOLD
AutoCAD SHX Text
THRESHOLD
AutoCAD SHX Text
CTG
AutoCAD SHX Text
DRAINAGE CHANNEL
AutoCAD SHX Text
DRAINAGE CHANNEL
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
MH
AutoCAD SHX Text
RW TO STEPS
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
RW TO PEDESTRIAN RAMP
AutoCAD SHX Text
COMMS
AutoCAD SHX Text
WO
AutoCAD SHX Text
COMMS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 8m
AutoCAD SHX Text
CONCRETE JOINT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
EDGING
AutoCAD SHX Text
PAVED
AutoCAD SHX Text
NOT CLEAR
AutoCAD SHX Text
EDGE TO TARMAC
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
HT 7m
AutoCAD SHX Text
DRAINAGE CHANNEL
AutoCAD SHX Text
CRACK IN CONC
AutoCAD SHX Text
BRICK WALL HT 0.6m
AutoCAD SHX Text
BK PLANTER
AutoCAD SHX Text
HT 0.5-1m
AutoCAD SHX Text
CTG
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
CTV
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
RS
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
BL
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
CTV
AutoCAD SHX Text
CB
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
BT
AutoCAD SHX Text
CTV
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
TAC
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
PAVIORS FOOTPATH
AutoCAD SHX Text
PAVIORS
AutoCAD SHX Text
TARMAC
AutoCAD SHX Text
TARMAC
AutoCAD SHX Text
PAVIORS
AutoCAD SHX Text
PAVIORS
AutoCAD SHX Text
PAVIORS FOOTPATH
AutoCAD SHX Text
SETTS
AutoCAD SHX Text
SETTS
AutoCAD SHX Text
LONDON ROAD
AutoCAD SHX Text
LONDON ROAD
AutoCAD SHX Text
LONDON ROAD
AutoCAD SHX Text
GREENLANDS ROAD
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.3m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.2m
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
HT 1.3m
AutoCAD SHX Text
NOT CLEAR
AutoCAD SHX Text
EDGE TO TARMAC
AutoCAD SHX Text
HT 10m
AutoCAD SHX Text
NOT CLEAR
AutoCAD SHX Text
EDGE TO TARMAC
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TARMAC FOOTPATH
AutoCAD SHX Text
KERB
AutoCAD SHX Text
PAVIORS
AutoCAD SHX Text
TARMAC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IC
AutoCAD SHX Text
IC
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
16.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
AutoCAD SHX Text
15.0
DanielDe
Text Box
INSTALLATION OF 2no TOUCAN CROSSINGS WILL NOT BE CARRIED OUT AS PART OF THIS SCC WORK AND IS SUBJECT TO CONFIRMATION OF FUTURE FUNDING AND DELIVERY BY HIGHWAYS ENGLAND/CONNECT PLUS.