jmmmwfmmw january - plumpton parish council...concrete to be in accordance with bs en 2016-1:200 and...
TRANSCRIPT
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