B B

SCALE 1:20

PLAN

FGL

SUSSEX PSU-ETE

PLUMPTON STATION URX

GENERAL DETAILS

143398-MCS-DRG-ECV-000112

RR

AAS

AB

10/01/2017

10/01/2017

10/01/2017

AS SHOWN 2 2

TQ 365 161 KJE1 44M 47

Client

Status

Project Title

Drawing Title

Date Description of Revisions DrawnRev.

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

NumberDrawingNetwork Rail

DateDrawn By

Approved By

Ck'd

Checked By

Map Grid

Contractor

Size: A1

App

Rev

DO NOT SCALE

All changes to this CAD generated drawing MUST be made via the master CAD file.

proceedings.

Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil

Stationery Office. Crown Copyright. Licence No: 0100040692.

Reproduced from the Ordnance Survey Map with permission of the controller of Her Majesty’s

ELR Location Miles Chains

Sheet of

Copyright 2016 Network Rail.

disclosed to a third party, without the written permission of the Programme Director

This drawing is the property of Network Rail. It shall not be reproduced in whole or in part, nor

Network Rail

REF:

JOB

BCS

C1689

Client

Status

Project Title

Drawing Title

Date Description of Revisions DrawnRev.

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

NumberDrawingNetwork Rail

DateDrawn By

Approved By

Ck'd

Checked By

Map Grid

Contractor

Size: A1

App

Rev

DO NOT SCALE

All changes to this CAD generated drawing MUST be made via the master CAD file.

proceedings.

Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil

Stationery Office. Crown Copyright. Licence No: 0100040692.

Reproduced from the Ordnance Survey Map with permission of the controller of Her Majesty’s

ELR Location Miles Chains

Sheet of

Copyright 2016 Network Rail.

disclosed to a third party, without the written permission of the Programme Director

This drawing is the property of Network Rail. It shall not be reproduced in whole or in part, nor

Network Rail

SUSSEX PSU-ETE

PLUMPTON STATION URX

GENERAL DETAILS

143398-MCS-DRG-ECV-000112

RR

AAS

AB

10/01/2017

10/01/2017

10/01/2017

AS SHOWN 2 2

TQ 365 161 KJE1 44M 47

Building Civil & Structural Engineering Consultant

TYPE OF SERVICES

LOW VOLTAGE CABLE DUCTS (INCLUDING

SIGNALING AND TELECOMMUNICATION)

MIN SEPARATION BETWEEN

DUCT AND SERVICES

300mm

GAS, WATER, DRAINS, SEWERS 150mm

NOTE: FLEXIDUCTS TO BE INSTALLED IN ACCORDANCE WITH THE MINIMUM

SEPERATION ABOVE

VODAFONE APPARATUS 500mm

STATION ROADVIEW TOWARDS:

VARIES

BT CABLE (SHOWN INDICATIVELY)

BURIED SERVICES WARNING TAPE WITH METTALIC

CORE LAID AT LEAST 150mm TO 250mm BELOW

GROUND LEVEL IN ACCORDANCE WITH

NR/SP/ELP/27224.

ROAD BUILD UP & FINISH TO BE REINSTATED TO FLEXIBLE

HIGHWAY SURFACING CONSTRUCTION (SEE NOTE 17)

1050

150 DIA FLEXIBLE DUCTS ENCASED

IN 150mm ST5 CONCRETE

SURROUND

EXTENT OF EXCAVATION GROUND TO

BE BATTERED BACK AS NECESSARY

TEMPORARY SUPPORT IF REQUIRED

EXISTING SERVICES AND PROVIDE

TAKE CARE EXCAVATING AROUND

1400

150 150

180 DIA MDPE PIPE (SHOWN INDICATIVELY)

1050

150

150 DIA FLEXIBLE DUCTS

ENCASED IN 150mm ST5

CONCRETE SURROUND300

MIN

EXTENT OF EXCAVATION GROUND TO

BE BATTERED BACK AS NECESSARY

REQUIRED

TEMPORARY SUPPORT IF

SERVICES AND PROVIDE

AROUND EXISTING

TAKE CARE EXCAVATING

BURIED SERVICES WARNING TAPE WITH METTALIC CORE LAID AT

LEAST 150mm TO 250mm BELOW GROUND LEVEL IN ACCORDANCE

WITH NR/SP/ELP/27224

ROAD BUILD UP & FINISH TO BE REINSTATED TO FLEXIBLE

HIGHWAY SURFACING CONSTRUCTION (SEE NOTE 17)

BURIED SERVICE WARNING TAPE WITH

METALLIC CORE LAID AT LEAST 150mm

ABOVE URX

POSITION OF LOW VOLTAGE ELECTRICAL

CABLE (ASSUMED 100mm DIAMETER)

POSITION OF BT CABLE

(ASSUMED 100mm DIAMETER)

6No. 150mmØ FLEXIBLE DUCTS ENCASED

IN ST5 CONCRETE 150mm MIN SURROUND

CONFIRMED BY CONTRACTOR

DEPTH OF BURIED SERVICES TO BE

POSITION OF MDPE

PIPE (ASSUMED

180mm DIAMETER)

250

SECTIONSCALE 1:50

A0111

SECTIONSCALE 1:20

C0111

SECTIONSCALE 1:20

D0111

750

VARIES

CARRIAGEWAY

P0227/102016

ISSUED FOR IDC/IDR

EA AAS AB

NOTES

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

2. ALL LEVELS ARE IN METRES TO LOCAL DATUM.

3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE

WITH NR/L3/CIV/140 'MODEL CLAUSES FOR CIVIL ENGINEERING

WORKS'.

4. TEMPORARY WORKS SHALL BE PROVIDED TO ENSURE:

a) SAFE ACCESS TO, EGRESS FROM AND WORKING SPACE FOR

OPERATIVES WITHIN THE EXCAVATION. b) TO PROTECT TRACK

TRACK SUPPORT ZONE AND BALLAST SHOULDER.

5. THE CONTRACTOR IS TO CHECK FOR BURIED SERVICES USING

NETWORK RAIL APPROVED CAT SCAN PRIOR TO EXCAVATION.

CONTRACTOR TO CHECK GROUND LEVELS/PROFILES BEFORE

COMMENCEMENT OF WORK.

6. THE CONTRACTOR SHALL CARRY OUT EXCAVATION TO IDENTIFY THE

POSITION OF EXISTING SERVICES IN ACCORDANCE WITH

NR/L2/AMG/1030 'WORKING SAFELY IN THE VICINITY OF BURIED

SERVICES'. THE CONTRACTOR SHALL PROVIDE NECESSARY

TEMPORARY WORKS TO PROTECT AND SUPPORT BURIED SERVICES.

WHEN EXPOSING OR UNDERMINING, ANY SERVICES ENCOUNTERED

(OR ALTERED) DURING EXCAVATION SHALL BE CAPTURED ON

AS-BUILT DRAWINGS PROVIDED BY THE CONTRACTOR IN

ACCORDANCE WITH NR/L2/AMG/1040 'BURIED SERVICES DATA

FEEDBACK'.

7. EXCAVATION AND GROUND DISTURBANCE MUST BE PLANNED AND

MANAGED IN ACCORDANCE WITH NETWORK RAIL COMPANY

STANDARD NR/L2/AMG/1030 ISSUE 1 - PREVENTION OF DAMAGE TO

AND DANGER FROM SURFACE AND BURIED SERVICES.

8. ARISINGS FROM EXCAVATIONS NOT REQUIRED FOR BACK FILL MAY

BE SPREAD EVENLY AND NEATLY ON THE SITE, TAKING CARE NOT TO

CONTAMINATE BALLAST. MATERIAL ARISING FROM EXCAVATIONS

NOT SUITABLE FOR SPREADING OVER THE SITE, ORGANIC MATTER,

SHALL BE TAKEN OFF SITE TO A SUITABLY LICENSED TIP.

9. IMPORTED FILL TO SHW SERIES 800 Cl 801 TABLE 8/1 TYPE 1.

COMPACTION SHALL BE IN ACCORDANCE WITH CLAUSE 612 AND 6/4

METHOD 2

10. Ø10mm POLYPROPELENE DRAW CORD 8kN BREAKING STRAIN

PROVIDED IN ALL DUCTS.

11. CONCRETE TO BE IN ACCORDANCE WITH BS EN 2016-1:200 AND BS

8500-2:2006.

12. THE URX SHALL BE CONSTRUCTED BY AN OPEN CUT METHOD.

SUITABLE TEMPORARY EXCAVATION SUPPORT SHALL BE PROVIDED

BY THE CONTRACTOR. CONCRETE TO BE IN ACCORDANCE WITH

BS8500.

13. SUITABLE SEALANT / MANUFACTURERS CONNECTION DETAIL TO BE

APPLIED TO CONNECTION JOINTS TO PREVENT WATER INGRESS

INTO DUCTS.

14. ALL TRAFFIC MANAGEMENT SHALL COMPLY WITH CHAPTER 8 OF THE

TRAFFIC SIGNS MANUAL AND THE HIGHWAY AUTHORITY

REQUIREMENTS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIAISING WITH

NETWORK RAIL HIGHWAY INTERFACE ADVISOR ON NRSWA NOTICES

AND LIAISE WITH THE HIGHWAYS AUTHORITY ON ROAD AND

FOOTWAY CLOSURES.

16. ROAD MARKINGS TO BE REINSTATED IF AFFECTED BY WORKS.

17. HIGHWAY AND FOOTWAY REINSTATEMENTS SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE NEW ROADS AND

STREETWORKS ACT 1991 SPECIFICATION FOR THE REINSTATEMENT

OF OPENINGS IN HIGHWAYS, JUNE 2010. ROAD CATEGORY TO BE

TYPE 1 UNLESS AGREED OTHERWISE WITH NETWORK RAIL OR THE

HIGHWAY AUTHORITY. REINSTATEMENT TO BE 'METHOD A' WITH

'CLASS A' SUBBASE. FOOTWAY REINSTATEMENT SHALL COMPLY

WITH APPENDIX 7.1.

18. SETTING OUT TO BE CARRIED OUT BY THE CONTRACTOR AND

APPROVED BY NETWORK RAIL PRIOR TO COMMENCEMENT OF WORK

ON SITE.

19. WORK PACKAGE TO BE APPROVED BY NETWORK RAIL PRIOR TO

WORKS COMMENCING.

20. HV ASSESSMENT AND DILAPIDATION SURVEY TO BE CARRIED OUT

PRIOR TO CONSTRUCTION ACTIVITIES.

21. CRT ASSESSMENTS/REGISTER REQUIRED DURING AND AFTER WORK

22. CONTRACTOR TO ENSURE TRACK FEEDER CABLE TO BE MIN 4200mm

AWAY FROM RAMP END AND MIN 760mm FROM INSULATION POTS.

23. WHERE DISCREPANCIES OR ALTERATIONS OCCUR ON SITE NOT

ANTICIPATED OR DETAILED IN THE PROPOSED DESIGN, BCS DESIGN

ARE TO BE IMMEDIATELY CONSULTED.

DRAWING TO BE READ IN CONJUNCTION WITH:

143398-MCS-DRG-ECV-000111

8.2.

8.

8.

1760

SCALE 1:20

MARKER POST DETAIL

STAINLESS STEEL 5mm SELF

TAPPING SCREW WITH WHITE

PLASTIC CAP

HAZARD SIGN IN ACCORDANCE

WITH GI/RT/7033 SIGN DETAIL.

Y DIMENSION OF TEXT TO BE

12.5mm.

420

600

50

280

1000

50 x 50 GRP SECTION WITH CAP TO

TOP OF POST

TWIN WALLED DUCT TO BE USED

AS PERMANENT FORMWORK

ST2 CONCRETE MASS CONCRETE

BASE

500

C.1.9 TROUGHTROUGH

C.1.35 TRANSITIONTROUGH

C.1.33 TRANSITION

TROUGH

C.1.44 TRANSITION

C.1.9 TROUGHTROUGH

C.1.35 TRANSITIONTROUGH

C.1.33 TRANSITION

TROUGH

C.1.44 TRANSITION

SECTIONSCALE 1:20

B-

DETAIL FOR URX TRANSITION TO SURFACE TROUGHSCALE 1:20

NEW C.1.43 ANDERLITE TROUGH

8361

B0109/122016

ISSUED FOR APPROVAL

JD AAS AB

500

150

150

750

24. HOT LAY ASPHALT WILL BE USED AS PERMANENT SURFACE. IF

COLD LAY ASPHALT IS USED AS TEMPORARY SURFACING , LEVEL

OF SURFACE WILL REQUIRE MONITORING AT REGULARS INTERVALS

TO PREVENT TRIPPING HAZARDS.

25. IN THE LACK OF SPECIFIC AUTHORITY REQUIREMENTS, THE ROAD

SURFACING MY BE REINSTATED TO RT/LS/G/00002 GUIDANCE NOTE

E. UNTREATED CHIPPINGS OR MATCHING EXISTING TO BE USED

FOR SURFACE TREATMENT. 30mm WEARING COURSE CONSISTING

OF 10mm SIZE CLOSE GRADED BITUMEN MACADAM AND 75mm BASE

COURSE COMPRISING OF 28mm SIZE DENSE BITUMEN MACADAM TO

BE USED. 200mm GRANULAR SUB-BASE SHALL BE USED WHERE

APPLICABLE. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY

TO BS 4987. DUE TO BE GIVEN TO RESTORING THE ROADWAY

ORIGINAL GRADIENTS AND PREVENTING ALTERATION OF DRAINAGE

PATH.

26. RISK OF ELECTROCUTION THROUGH ENCOUNTERING LIVE CABLES/

CONDUCTOR RAIL AND EXISTING BURIED SERVICES NOT SHOWN

ON DRAWINGS OR DETECTED BY CAT SCAN. CONTRACTOR TO CAT

SCAN EXCAVATION AT 150mm DEPTH INTERVALS. APPROPRIATE

PERMISSIONS TO BE IN PLACE DURING WORKS AND NR APPROVED

INSULATED TOOLS TO BE USED THROUGHOUT SITE.

27. CABLES SHALL NOT CROSS. IF CROSSING OCCURS, SPLIT YELLOW

DUCTING IS TO BE PROVIDED.

28. MINIMUM DEPTH OF 900mm IS TO BE MAINTAINED BETWEEN BURIED

DUCTS AND ROAD SURFACE. 150mm ST5 SURROUND IS TO BE

PROVIDED FOR THE BURIED DUCTS.

29. CONTRACTOR TO ENSURE 1 SPARE SLEEPER BAY SPACING

BETWEEN PROPOSED SPLIT DUCTS AS WELL AS EXISTING CABLES/

TRACK EQUIPMENT AND PROPOSED SPLIT DUCTS.

30. FENCE POSTS SHOULD BE AVOIDED WHERE POSSIBLE. IF NOT

POSSIBLE, THE FENCE POST MUST BE REMOVED PRIOR TO

EXCAVATION THEN REINSTATED TO AVOID THE URX.

31. CONTRACTOR TO INVESTIGATE & RECORD THE CONDITION OF THE

PLATFORM WALL PRIOR TO CORING & ASSESS ITS SUITABILITY FOR

INTENDED MODIFICATIONS

C0110/012017

AFC

RR AAS AB

11.SEE NOTE 30

P0318/072016

ISSUED FOR IDC/IDR

DR MB AB

700

1799

INDICATIVELY)

EXISTING URX (SHOWN

INDICATIVELY)

EXISTING URX (SHOWN

1013

0

SCALE 1:20

1.2 1.60.4 0.8 2.0m

210 3 4 5m

SCALE 1:50

R2560

R1800

1804

300

300

900

EXISTING

BURIED DUCTS

R2650

R1840

EXISTING URX

300

B0221/082017

FOR APPROVAL

KG MB AB

NEAR THE LINE.

ARE IN PLACE, BEFORE YOU START A JOB OR GO ON OR

ALWAYS BE SURE THE REQUIRED PLANS AND PERMITS

INTENDED PURPOSE.

ALWAYS USE EQUIPMENT THAT IS FIT FOR ITS

BEEN TRAINED AND ASSESSED AS COMPETENT.

NEVER UNDERTAKE ANY JOB UNLESS YOU HAVE

INFLUENCE OF DRUGS OR ALCOHOL.

NEVER WORK OR DRIVE WHILE UNDER THE

DRIVING.

OR PROGRAMME ANY OTHER MOBILE DEVICE, WHILE

NEVER USE A HAND-HELD OR HANDS- FREE PHONE,

SEAT BELT.

ALWAYS OBEY THE SPEED LIMIT AND WEAR A

STRAPS.

ALWAYS TEST BEFORE APPLYING EARTHS OR

TEST BEFORE TOUCH.

NEVER ASSUME EQUIPMENT IS ISOLATED - ALWAYS

PLACE.

AT HEIGHT, UNLESS OTHER PROTECTION IS IN

ALWAYS USE A SAFETY HARNESS WHEN WORKING

UNLESS DIRECTED BY THE PERSON IN CHARGE.

NEVER ENTER THE AGREED EXCLUSION ZONE,

WORKING RESPONSIBLY

DRIVING

WORKING WITH ELECTRICITY

WORKING AT HEIGHT

WORKING WITH MOVING EQUIPMENT

APPROVED FOR CONSTRUCTIONCEM

CRE

DATE

DATE

12.

Safety, Health and Environmental Information

work. See also Design Risk Assessment 143393-MCS-RAR-ECV-000038

Notes below are additional to hazards/risks normally associated with this type of

Design

Construction

out by contractor to confirm location of existing service.)

1. Existing buried services / CAT scan and depth (Slit trench to be carried

2. Trench excavation

3. Isolation of HV feeder

4. 750V DC third rail

5. Manual handling of surface trough

indicatively. Contractor to confirm location.

6. Existing connection and route of track feeder is shown

7. Shown indicatively, contractor to confirm location

8. Deep excavation. Temporary works required

may be required.

9. Nature & Makeup of riser wall & foundation unknown.Temporary works

10. Nature and width of existing foundations unknown.

11. Heavy vegetation.

12. Working in public road environment

ANDERLITE

NEW C.1.43

TROUGH

2017 C02 FOR CONSTRUCTION DR MB AB21/09

FOR CONSTRUCTION

C02

Jmmmwfmmw 11thJanuary 2018