CS075481/BPDG/1.0
March 2015
Appendix C – Standard Details
Appendix C/ – Standard
Details
GENERAL NOTES:
6000
MAX 155
CENTRES
SPECIFICATION:
152x152x37 UC POSTS WITH
POINTED TOP
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
SPECIFIED.
PALISADE FENCING
GATE FRAME 90x50x3.5 RHS
ALL STEEL PALISADE FENCE SHALL BE SECURITY TYPE GP18 IN
ACCORDANCE WITH BS 1722 : PART 12 AND HOT DIP GALVANISED IN
ACCORDANCE WITH BS EN ISO 1461.
ANTILIFT GATE HANGING
DETAIL
ALL ROLLED STEEL SECTIONS SHALL BE OF STEEL GRADE S275 TO
BS EN 10025 : 1993 UNLESS OTHERWISE SPECIFIED.
1800
SLIDING LOCKING BAR
6mm THK SLAM PLATE
TRIANGULAR GUSSET PLATE
GROUND
LEVEL
525mm MINIMUM EMBEDMENT
INTO 600x600x1100mm
CONCRETE FOOTING
300
1100
DROP BOLT
ALL BEDDING CONCRETE FOR VERTICAL FENCE POSTS TO BE MASS
CONCRETE MINIMUM GRADE ST2 TO BS 8500-1.
TYPICAL 1.8m HIGH 6m WIDE PALISADE GATE (1:50)
(TYPICAL EXTERNAL VIEW)
INSTALLATION GUIDANCE: PALISADE FENCING
2750
MAX 155
CENTRES
102x44x7.5 RSJ
A
40x40x6 RSA RAIL
1800
225
3.0mm THICK CORRUGATED
PALES FIXED TO RAILS AT
155mm CENTRES
1800
225
ALL CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH BS 1722
: PART 12.
OPTIONAL ITEMS REQUIRED FOR ADDITIONAL SECURITY ARE TO BE
SPECIFIED IN A PROJECT SPECIFIC FORM A/B
600
40x40x6 RSA RAIL
100
100
ALL BOLTS SHALL COMPLY WITH BS 3692 AND SHALL BE STRENGTH
GRADE 8.8. NUTS SHALL BE STRENGTH GRADE 8 AND WASHERS
SHALL CONFORM TO BS 4320. ALL BOLTS, NUTS AND WASHERS
SHALL BE ZINC COATED.
GROUND
LEVEL
TO LIMIT DEFLECTION IN FENCE RAILS, THE BOTTOM HORIZONTAL
RAIL SHALL BE SUPPORTED SO THAT AFTER TIGHTENING OF THE
BOLTS, ALIGNING AND PLUMBING TO THE FENCE THERE IS A SLIGHT
UPWARD CAMBER. THIS SUPPORT SHOULD BE REMOVED ONLY ONCE
THE CONCRETE HAS SET.
102x44x7.5 RSJ WITH POINTED
TOP
40x40x6 RSA RAILS TOP AND
BOTTOM
CONCRETE
MINIMUM 3.0mm THICK x 70mm
WIDE CORRUGATED 'W'
FENCING PALES AT EQUAL
CENTRES, WITH TRIPLE
POINTED TOPS WITH SPLAYED
HEADS POINTING OUTWARDS
CONCRETE: C30/37, AC-4, DC-4, AGGREGATE: 20mm (MAX.)
SULPHATE AND CHLORIDE RESISTANT
DISTANCE TO COAST: 2km, SITE ALTITUDE: 100m AMSL
WIND SPEED: 25m/s, ENVIRONMENT: TYPICAL OPEN COUNTRYSIDE
GROUND CONDITION: AVERAGE FOR PLANTED (ROOT) FOUNDATION
WATER TABLE: WELL BELOW THE FOUNDATION, AND SITE IS NOT
SUSCEPTIBLE TO FLOODING
GROUND
LEVEL
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
NR/SP/OHS/011: PREVENTION OF DAMAGE TO AND
DANGER FROM SURFACE AND BURIED SERVICES.
NR/PRC/MPI/CI0024: CONTROL AND USE OF METAL
PINS AND SPIKES ON NETWORK RAIL
INFRASTRUCTURE
NR/PRC/MPI/CIOO26 PROCESS: FOR LOCATING
BURIED SERVICES PRIOR TO GROUND PENETRATION.
FENCES JOINED TO EXISTING FENCES, WALLS OR OTHER
STRUCTURES TO PROVIDE A COMPLETE BARRIER TO
PERSONS OR ANIMALS AS APPROPRIATE.
FENCES SHALL BE ACCURATELY SET OUT AND ERECTED
TO PROVIDE A SMOOTH ALIGNMENT IN PLAN AND
ELEVATION, FOLLOWING THE CONTOURS OF THE GROUND
AS CLOSELY AS IS PRACTICABLE.
THE LINE OF THE FENCING SHALL BE CLEARED OF ALL
IMPENDING VEGETATION AND TRIMMED TO REMOVE ANY
IRREGULARITIES TO ENABLE FENCE INFILL PANELS TO BE
ERECTED AT A CONSTANT DISTANCE FROM THE GROUND.
17.12.
2014
01
Rev
Date
P.J.
FIRST ISSUE
Name
Description of Revisions
S.C.
Rev'
Check
Client
TABLE 1
50 MAX.
1100
525
50 MAX.
SAFETY, HEALTH & ENVIRONMENT RISK ASSESSMENT
525mm MINIMUM EMBEDMENT
INTO 600x600x1100mm
CONCRETE FOOTING
600
A
TYPICAL 1.8m HIGH PALISADE FENCE (1:50)
SECTION A-A (1:50)
(TYPICAL EXTERNAL VIEW)
DESIGNERS' NOTE - CDM REG. 13(2)(b)
THE FOLLOWING ARE SIGNIFICANT HAZARDS WHICH MIGHT AFFECT THE HEALTH
AND SAFETY OF THOSE UNDERTAKING THE WORKS OUTLINED IN THIS SET OF
DRAWINGS ON RAILWAY STRUCTURES OR THOSE AFFECTED BY THESE
ACTIVITIES. A SITE SPECIFIC RISK ASSESSMENT SHOULD ALWAYS BE
UNDERTAKEN PRIOR TO COMMENCING ANY OF THE WORKS DESCRIBED ON SITE.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
IT IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKS
ASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHIN
THE RAILWAY ENVIRONMENT.
RISK
CONTACT WITH OVERHEAD
WIRES OR BURIED SERVICES
STAGE
C
SPECIFIC METHOD STATEMENT AND RISK
ASSESSMENT TO IDENTIFY AND DETAIL
PROTECTION TO ALL SERVICES, BURIED
AND OVERHEAD.
DAMAGE TO ROOTS OR
PROTECTED TREES
C
SPECIFIC METHOD STATEMENT TO DETAIL
PROVISION FOR ROOT PROTECTION OF
TREES DURING WORKS.
INJURY TO ADJOINING
LANDOWNERS
C
ADJOINING LANDOWNERS TO BE
INFORMED AHEAD OF WORKS.
FAILURE OF FENCE DUE TO
SUB-STANDARD MATERIALS
D/C
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE MANUFACTURER.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
1.8m HIGH 6m WIDE PALISADE
GATE & FENCE DETAILS SECURITY LEVEL 1 & 2
Drawn By
Name
Checked By
Name
Approved By
Name
Scale
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
Signature:
Name:
Title:
FAILURE OF FENCE DUE TO
SUB-STANDARD INSTALLATION
D/C
Date:
NOTE : C=CONSTRUCTION, D=DESIGN
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE INSTALLER.
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
P.JENYON
S.CHAMBERS
J.SHERIDAN
N/A
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Sig.
ELR
N/A
Drawing No.
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/001
01
GENERAL NOTES:
SPECIFICATION:
203x203x60 UC POSTS WITH
POINTED TOP
6000
MAX 155
CENTRES
GATE FRAME 100x60x5.0 RHS
ALL STEEL PALISADE FENCE SHALL BE SECURITY TYPE SP30 IN
ACCORDANCE WITH BS 1722 : PART 12 AND HOT DIP GALVANISED IN
ACCORDANCE WITH BS EN ISO 1461.
ALL ROLLED STEEL SECTIONS SHALL BE OF STEEL GRADE S275 TO
BS EN 10025 : 1993 UNLESS OTHERWISE SPECIFIED.
ANTILIFT GATE HANGING
DETAIL
ALL BOLTS SHALL COMPLY WITH BS 3692 AND SHALL BE STRENGTH
GRADE 8.8. NUTS SHALL BE STRENGTH GRADE 8 AND WASHERS
SHALL CONFORM TO BS 4320. ALL BOLTS, NUTS AND WASHERS
SHALL BE ZINC COATED.
3000
SLIDING LOCKING BAR
6mm THK SLAM PLATE
ALL CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH BS 1722
: PART 12.
TRIANGULAR GUSSET PLATE
300x300mm INSITU CONCRETE
SILL. MIX ST2
GROUND
LEVEL
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
SPECIFIED.
PALISADE FENCING
OPTIONAL ITEMS REQUIRED FOR ADDITIONAL SECURITY ARE TO BE
SPECIFIED IN A PROJECT SPECIFIC FORM A/B
1300
300
ALL BEDDING CONCRETE FOR VERTICAL FENCE POSTS TO BE MASS
CONCRETE MINIMUM GRADE ST2 TO BS 8500-1.
100 DIA DUCT FOR EARTHING
TAPE ON INSIDE OF COMPOUND
DROP BOLT
925mm MINIMUM EMBEDMENT
INTO 900x900x1300mm
CONCRETE FOOTING
900
CONCRETE: C30/37, AC-4, DC-4, AGGREGATE: 20mm (MAX.)
SULPHATE AND CHLORIDE RESISTANT
DISTANCE TO COAST: 2km, SITE ALTITUDE: 100m AMSL
WIND SPEED: 25m/s, ENVIRONMENT: TYPICAL OPEN COUNTRYSIDE
GROUND CONDITION: AVERAGE FOR PLANTED (ROOT) FOUNDATION
WATER TABLE: WELL BELOW THE FOUNDATION, AND SITE IS NOT
SUSCEPTIBLE TO FLOODING
(TYPICAL EXTERNAL VIEW)
50x50x6 RSA RAIL
127x76x13 UB POSTS WITH
POINTED TOP
A
FENCES SHALL BE ACCURATELY SET OUT AND ERECTED
TO PROVIDE A SMOOTH ALIGNMENT IN PLAN AND
ELEVATION, FOLLOWING THE CONTOURS OF THE GROUND
AS CLOSELY AS IS PRACTICABLE.
THE LINE OF THE FENCING SHALL BE CLEARED OF ALL
IMPENDING VEGETATION AND TRIMMED TO REMOVE ANY
IRREGULARITIES TO ENABLE FENCE INFILL PANELS TO BE
ERECTED AT A CONSTANT DISTANCE FROM THE GROUND.
17.12.
2014
01
Rev
Date
P.J.
FIRST ISSUE
Name
Description of Revisions
S.C.
Rev'
Check
Client
TABLE 1
50x50x6 RSA RAILS TOP AND
BOTTOM
475
475
2750
MAX 155
CENTRES
TO LIMIT DEFLECTION IN FENCE RAILS, THE BOTTOM HORIZONTAL
RAIL SHALL BE SUPPORTED SO THAT AFTER TIGHTENING OF THE
BOLTS, ALIGNING AND PLUMBING TO THE FENCE THERE IS A SLIGHT
UPWARD CAMBER. THIS SUPPORT SHOULD BE REMOVED ONLY ONCE
THE CONCRETE HAS SET.
FENCES JOINED TO EXISTING FENCES, WALLS OR OTHER
STRUCTURES TO PROVIDE A COMPLETE BARRIER TO
PERSONS OR ANIMALS AS APPROPRIATE.
CONCRETE
TYPICAL 3.0m HIGH 6m WIDE PALISADE GATE (1:50)
127x76x13 UB
INSTALLATION GUIDANCE: PALISADE FENCING
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
NR/SP/OHS/011: PREVENTION OF DAMAGE TO AND
DANGER FROM SURFACE AND BURIED SERVICES.
NR/PRC/MPI/CI0024: CONTROL AND USE OF METAL
PINS AND SPIKES ON NETWORK RAIL
INFRASTRUCTURE
NR/PRC/MPI/CIOO26 PROCESS: FOR LOCATING
BURIED SERVICES PRIOR TO GROUND
PENETRATION.
SAFETY, HEALTH & ENVIRONMENT RISK ASSESSMENT
DESIGNERS' NOTE - CDM REG. 13(2)(b)
MINIMUM 3.0mm THICK x 70mm
WIDE CORRUGATED 'W'
FENCING PALES AT EQUAL
CENTRES, WITH TRIPLE
POINTED TOPS WITH SPLAYED
HEADS POINTING OUTWARDS
3000
3000
3.0mm THICK CORRUGATED
PALES FIXED TO RAILS AT
155mm CENTRES
300x300mm INSITU CONCRETE
SILL. MIX ST2
380
100
50x50x6 RSA RAILS
THE FOLLOWING ARE SIGNIFICANT HAZARDS WHICH MIGHT AFFECT THE HEALTH
AND SAFETY OF THOSE UNDERTAKING THE WORKS OUTLINED IN THIS SET OF
DRAWINGS ON RAILWAY STRUCTURES OR THOSE AFFECTED BY THESE
ACTIVITIES. A SITE SPECIFIC RISK ASSESSMENT SHOULD ALWAYS BE
UNDERTAKEN PRIOR TO COMMENCING ANY OF THE WORKS DESCRIBED ON SITE.
GROUND
LEVEL
100
50
1300
50 MAX.
925
CONTACT WITH OVERHEAD
WIRES OR BURIED SERVICES
925mm MINIMUM ENBEDMENT
INTO 600x600x1300mm
CONCRETE FOOTING
600
SECTION A-A (1:50)
A
INTERMEDIATE SUPPORTS
WITH 100mm EMBEDMENT
INTO CONCRETE SILL
TYPICAL 3m HIGH PALISADE FENCE (1:50)
(TYPICAL EXTERNAL VIEW)
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
IT IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKS
ASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHIN
THE RAILWAY ENVIRONMENT.
RISK
GROUND
LEVEL
Property and infrastructure
STAGE
C
SPECIFIC METHOD STATEMENT AND RISK
ASSESSMENT TO IDENTIFY AND DETAIL
PROTECTION TO ALL SERVICES, BURIED
AND OVERHEAD.
DAMAGE TO ROOTS OR
PROTECTED TREES
C
SPECIFIC METHOD STATEMENT TO DETAIL
PROVISION FOR ROOT PROTECTION OF
TREES DURING WORKS.
INJURY TO ADJOINING
LANDOWNERS
C
ADJOINING LANDOWNERS TO BE
INFORMED AHEAD OF WORKS.
FAILURE OF FENCE DUE TO
SUB-STANDARD MATERIALS
D/C
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE MANUFACTURER.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
3.0m HIGH 6m WIDE PALISADE
GATE & FENCE DETAILS SECURITY LEVEL 3
Drawn By
Name
Checked By
Name
Approved By
Name
Scale
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
Signature:
Name:
Title:
FAILURE OF FENCE DUE TO
SUB-STANDARD INSTALLATION
D/C
Date:
NOTE : C=CONSTRUCTION, D=DESIGN
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE INSTALLER.
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
P.JENYON
S.CHAMBERS
J.SHERIDAN
N/A
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Sig.
ELR
N/A
Drawing No.
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/002
01
GENERAL NOTES:
SPECIFICATION:
1500
MAX 155
CENTRES
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE
SPECIFIED.
152x152x37 UC POSTS WITH
POINTED TOP
PALISADE FENCING
GATE FRAME 90x50x3.6 RHS
ALL STEEL PALISADE FENCE SHALL BE SECURITY TYPE GP18/SP30 IN
ACCORDANCE WITH BS 1722 : PART 12 AND HOT DIP GALVANISED IN
ACCORDANCE WITH BS EN ISO 1461.
ALL ROLLED STEEL SECTIONS SHALL BE OF STEEL GRADE S275 TO
BS EN 10025 : 1993 UNLESS OTHERWISE SPECIFIED.
ANTILIFT GATE HANGING DETAIL
ALL BOLTS SHALL COMPLY WITH BS 3692 AND SHALL BE STRENGTH
GRADE 8.8. NUTS SHALL BE STRENGTH GRADE 8 AND WASHERS
SHALL CONFORM TO BS 4320. ALL BOLTS, NUTS AND WASHERS
SHALL BE ZINC COATED.
3000
SLIDING LOCKING BAR
ALL CONNECTIONS SHALL BE BOLTED IN ACCORDANCE WITH BS 1722
: PART 12.
6mm THK SLAM PLATE
TRIANGULAR GUSSET PLATE
OPTIONAL ITEMS REQUIRED FOR ADDITIONAL SECURITY ARE TO BE
SPECIFIED IN A PROJECT SPECIFIC FORM A/B
300x300mm INSITU CONCRETE
SILL. MIX ST2
GROUND
LEVEL
ALL BEDDING CONCRETE FOR VERTICAL FENCE POSTS TO BE MASS
CONCRETE MINIMUM GRADE ST2 TO BS 8500-1.
1300
300
INSTALLATION GUIDANCE: PALISADE FENCING
100 DIA DUCT FOR EARTHING
TAPE ON INSIDE OF COMPOUND
TO LIMIT DEFLECTION IN FENCE RAILS, THE BOTTOM HORIZONTAL
RAIL SHALL BE SUPPORTED SO THAT AFTER TIGHTENING OF THE
BOLTS, ALIGNING AND PLUMBING TO THE FENCE THERE IS A SLIGHT
UPWARD CAMBER. THIS SUPPORT SHOULD BE REMOVED ONLY ONCE
THE CONCRETE HAS SET.
925mm MINIMUM EMBEDMENT
INTO 600x600x1300mm
CONCRETE FOOTING
600
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
NR/SP/OHS/011: PREVENTION OF DAMAGE TO AND
DANGER FROM SURFACE AND BURIED SERVICES.
NR/PRC/MPI/CI0024: CONTROL AND USE OF METAL
PINS AND SPIKES ON NETWORK RAIL
INFRASTRUCTURE
NR/PRC/MPI/CIOO26 PROCESS: FOR LOCATING
BURIED SERVICES PRIOR TO GROUND PENETRATION.
FENCES JOINED TO EXISTING FENCES, WALLS OR OTHER
STRUCTURES TO PROVIDE A COMPLETE BARRIER TO
PERSONS OR ANIMALS AS APPROPRIATE.
FENCES SHALL BE ACCURATELY SET OUT AND ERECTED
TO PROVIDE A SMOOTH ALIGNMENT IN PLAN AND
ELEVATION, FOLLOWING THE CONTOURS OF THE GROUND
AS CLOSELY AS IS PRACTICABLE.
THE LINE OF THE FENCING SHALL BE CLEARED OF ALL
IMPENDING VEGETATION AND TRIMMED TO REMOVE ANY
IRREGULARITIES TO ENABLE FENCE INFILL PANELS TO BE
ERECTED AT A CONSTANT DISTANCE FROM THE GROUND.
CONCRETE
TYPICAL 3.0m HIGH 1.5m WIDE PALISADE
GATE (1:50)
CONCRETE: C30/37, AC-4, DC-4, AGGREGATE: 20mm (MAX.)
SULPHATE AND CHLORIDE RESISTANT
DISTANCE TO COAST: 2km, SITE ALTITUDE: 100m AMSL
WIND SPEED: 25m/s, ENVIRONMENT: TYPICAL OPEN COUNTRYSIDE
GROUND CONDITION: AVERAGE FOR PLANTED (ROOT) FOUNDATION
WATER TABLE: WELL BELOW THE FOUNDATION, AND SITE IS NOT
SUSCEPTIBLE TO FLOODING
(TYPICAL EXTERNAL VIEW)
17.12.
2014
01
Rev
Date
P.J.
FIRST ISSUE
Name
Description of Revisions
S.C.
Rev'
Check
Client
TABLE 1
SAFETY, HEALTH & ENVIRONMENT RISK ASSESSMENT
1500
MAX 155
CENTRES
178x102x19 UB POSTS WITH
POINTED TOP
GATE FRAME 90x50x3.6 RHS
ANTILIFT GATE HANGING DETAIL
DESIGNERS' NOTE - CDM REG. 13(2)(b)
THE FOLLOWING ARE SIGNIFICANT HAZARDS WHICH MIGHT AFFECT THE HEALTH
AND SAFETY OF THOSE UNDERTAKING THE WORKS OUTLINED IN THIS SET OF
DRAWINGS ON RAILWAY STRUCTURES OR THOSE AFFECTED BY THESE
ACTIVITIES. A SITE SPECIFIC RISK ASSESSMENT SHOULD ALWAYS BE
UNDERTAKEN PRIOR TO COMMENCING ANY OF THE WORKS DESCRIBED ON SITE.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
1800
SLIDING LOCKING BAR
6mm THK SLAM PLATE
TRIANGULAR GUSSET PLATE
GROUND
LEVEL
1100
525mm MINIMUM EMBEDMENT
INTO 600x600x1100mm
CONCRETE FOOTING
600
TYPICAL 1.8m HIGH 1.5m WIDE PALISADE
GATE (1:50)
(TYPICAL EXTERNAL VIEW)
T: +44 (0) 161 488 1500
IT IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKS
ASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHIN
THE RAILWAY ENVIRONMENT.
RISK
CONTACT WITH OVERHEAD
WIRES OR BURIED SERVICES
STAGE
C
SPECIFIC METHOD STATEMENT AND RISK
ASSESSMENT TO IDENTIFY AND DETAIL
PROTECTION TO ALL SERVICES, BURIED
AND OVERHEAD.
DAMAGE TO ROOTS OR
PROTECTED TREES
C
SPECIFIC METHOD STATEMENT TO DETAIL
PROVISION FOR ROOT PROTECTION OF
TREES DURING WORKS.
INJURY TO ADJOINING
LANDOWNERS
C
ADJOINING LANDOWNERS TO BE
INFORMED AHEAD OF WORKS.
FAILURE OF FENCE DUE TO
SUB-STANDARD MATERIALS
D/C
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE MANUFACTURER.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
3.0m & 1.8m HIGH 1.5m WIDE
PALISADE ACCESS GATE DETAILS
Drawn By
Name
Checked By
Name
Approved By
Name
Scale
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
Signature:
Name:
Title:
FAILURE OF FENCE DUE TO
SUB-STANDARD INSTALLATION
D/C
Date:
NOTE : C=CONSTRUCTION, D=DESIGN
CERTIFICATE OF CONFORMITY IN
ACCORDANCE WITH BS 1722 TO BE
PROVIDED BY FENCE INSTALLER.
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
P.JENYON
S.CHAMBERS
J.SHERIDAN
N/A
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Sig.
ELR
N/A
Drawing No.
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/003
01
5.
6m LIGHTING
8m LIGHTING
A
DUCT
A
B
DUCT
PLAN (1:20)
B
HINGED COLUMN TO BE INSTALLED
TO FALL AWAY FROM TRACK FOR
MAINTENANCE PURPOSES.
THE TOP SURFACE OF THE FOUNDATIONS SHALL
BE SET TO LEVEL WITH A TOLERANCE OF +/- 5mm.
NO POINT SHALL HAVE A SAG GREATER THAN 3mm
FROM A 2m STRAIGHT EDGE.
7.
REFER TO ABACUS DRAWINGS FOR DETAILS
8.
FOR FURTHER DETAILS OF CIVIL ENGINEERING
WORKS REFER TO :- NR/L3/CIV/140-MODEL
CLAUSES. FOR FURTHER DETAILS OF TECHNICAL
APPROVAL OF DESIGN, CONSTRUCTION &
MAINTENANCE OF CIVIL ENGINEERING
INFRASTRUCTURE REFER TO :- NR/SP/CIV/003.
GENERAL NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2.
DO NOT SCALE THIS DRAWING.
3.
GROUND UNDER CONCRETE FOUNDATION TO BE
WELL COMPACTED PRIOR TO LAYING CONCRETE.
ANY SOFT SPOTS TO BE EXCAVATED OUT AND
BACKFILLED WITH TYPE 1 FILL WELL COMPACTED IN
150MM LAYERS.
4.
CONCRETE TO BE DESIGNED MIX IN ACCORDANCE
WITH BS8500-2.
COMPRESSIVE STRENGTH CLASS C32/40
DESIGN CHEMICAL CLASS DC-2Z
MAX. AGGREGATE SIZE 20mm
CHLORIDE CLASS CI 0.40
CONSISTENCE CLASS S3
CONCRETE BLINDING TO BE DESIGNATED MIX GEN 1
IN ACCORDANCE WITH BS 8500-2.
REINFORCEMENT TO BE GRADE 500 BAR IN
ACCORDANCE WITH BS4449, OR MESH FABRIC IN
ACCORDANCE WITH BS4483.
COVER TO ALL REINFORCEMENT TO BE 50MM.
MASS CONCRETE FILL TO BASE TO BE
COMPRESSIVE STRENGTH CLASS C16/20.
6880
4910
6.
PLAN (1:20)
NOTE: LIGHTING POSITION MAY VARY
TO SUIT SITE LOCATION
THE VERTICAL EDGE OF THE CONCRETE
FOUNDATION SHALL BE FORMED TO A CLASS F2
FINISH IN ACCORDANCE WITH SECTION 80 CLAUSE
80.033 OF THE SPECIFICATION. THE TOP OF THE
FOUNDATION SHALL HAVE A SWEPT BRUSH FINISH
WITH FLOATED EDGES, 100mm WIDE.
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
Signature:
Title:
Name:
Date:
8m LIGHTING
6m LIGHTING
17.12.
2014
1000
1000
01
Rev
FIRST ISSUE
Name
Description of Revisions
S.C.
Rev'
Check
Client
GROUND
LEVEL
Property and infrastructure
500
500
GROUND
LEVEL
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
1000
CABLE ENTRY (150X50)
MASS CONCRETE FOUNDATION GRADE
ST2. CONCRETE TO BE RAMMED AS
FILLING PROCEEDS.
CABLE ENTRY (150X50)
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
1200
1450
1250
Date
P.J.
Project Title
MASS CONCRETE FOUNDATION GRADE
ST2. CONCRETE TO BE RAMMED AS
FILLING PROCEEDS.
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
WITH CONCRETE ON 25mm
SAND BLINDING
300
WITH CONCRETE ON 25mm
SAND BLINDING
6m & 8m LIGHT DUTY HINGED LIGHTING
COLUMN FOUNDATION DETAILS
300
SECTION A-A (1:20)
TYPICAL 6m ABACUS T061RLS LIGHT
DUTY LIGHTING COLUMN
FOUNDATION DETAILS
SECTION B-B (1:20)
TYPICAL 8m ABACUS T081RLS LIGHT
DUTY LIGHTING COLUMN
FOUNDATION DETAILS
Drawn By
Name
Checked By
Name
Approved By
Name
P.JENYON
S.CHAMBERS
J.SHERIDAN
N/A
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Sig.
ELR
N/A
Drawing No.
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/004
01
5.
6m LIGHTING
COLUMN
A
A
DUCT
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED
OTHERWISE.
2.
DO NOT SCALE THIS DRAWING.
3.
GROUND UNDER CONCRETE FOUNDATION TO BE
WELL COMPACTED PRIOR TO LAYING CONCRETE.
ANY SOFT SPOTS TO BE EXCAVATED OUT AND
BACKFILLED WITH TYPE 1 FILL WELL COMPACTED IN
150MM LAYERS.
4.
CONCRETE TO BE DESIGNED MIX IN ACCORDANCE
WITH BS8500-2.
COMPRESSIVE STRENGTH CLASS C32/40
DESIGN CHEMICAL CLASS DC-2Z
MAX. AGGREGATE SIZE 20mm
CHLORIDE CLASS CI 0.40
CONSISTENCE CLASS S3
CONCRETE BLINDING TO BE DESIGNATED MIX GEN 1
IN ACCORDANCE WITH BS 8500-2.
REINFORCEMENT TO BE GRADE 500 BAR IN
ACCORDANCE WITH BS4449, OR MESH FABRIC IN
ACCORDANCE WITH BS4483.
COVER TO ALL REINFORCEMENT TO BE 50MM.
MASS CONCRETE FILL TO BASE TO BE
COMPRESSIVE STRENGTH CLASS C16/20.
B
PLAN (1:25)
6.
THE TOP SURFACE OF THE FOUNDATIONS SHALL
BE SET TO LEVEL WITH A TOLERANCE OF +/- 5mm.
NO POINT SHALL HAVE A SAG GREATER THAN 3mm
FROM A 2m STRAIGHT EDGE.
7.
REFER TO ABACUS DRAWINGS FOR DETAILS
8.
FOR FURTHER DETAILS OF CIVIL ENGINEERING
WORKS REFER TO :- NR/L3/CIV/140-MODEL
CLAUSES. FOR FURTHER DETAILS OF TECHNICAL
APPROVAL OF DESIGN, CONSTRUCTION &
MAINTENANCE OF CIVIL ENGINEERING
INFRASTRUCTURE REFER TO :- NR/SP/CIV/003.
3175
PLAN (1:25)
2370
RIGID DUCT
8m LIGHTING
COLUMN
B
THE VERTICAL EDGE OF THE CONCRETE
FOUNDATION SHALL BE FORMED TO A CLASS F2
FINISH IN ACCORDANCE WITH SECTION 80 CLAUSE
80.033 OF THE SPECIFICATION. THE TOP OF THE
FOUNDATION SHALL HAVE A SWEPT BRUSH FINISH
WITH FLOATED EDGES, 100mm WIDE.
NOTE: LIGHTING POSITION MAY VARY
TO SUIT SITE LOCATION
HINGED COLUMN TO BE INSTALLED
TO FALL AWAY FROM TRACK FOR
MAINTENANCE PURPOSES.
3200
2035
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
Signature:
Title:
Name:
Date:
17.12.
2014
01
6m LIGHTING
P.J.
FIRST ISSUE
Name
Description of Revisions
S.C.
8m LIGHTING
Rev
Date
Rev'
Check
1505
1505
Client
DOOR
DOOR
GROUND
LEVEL
GROUND
LEVEL
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Project Title
500
500
Capita Property and Infrastructure Ltd.
1450
1200
CABLE ENTRY (150x50)
1200
1450
CABLE ENTRY (150x50)
MASS CONCRETE FOUNDATION GRADE
ST2. CONCRETE TO BE RAMMED AS
FILLING PROCEEDS.
MASS CONCRETE FOUNDATION GRADE
ST2. CONCRETE TO BE RAMMED AS
FILLING PROCEEDS.
ON 25mm SAND BLINDING
ON 25mm SAND BLINDING
600
SECTION A-A (1:25)
TYPICAL 6m ABACUS T067RLH HEAVY DUTY
LIGHTING COLUMN FOUNDATION DETAILS
600
SECTION B-B (1:25)
TYPICAL 8m ABACUS T087RLH HEAVY DUTY
LIGHTING COLUMN FOUNDATION DETAILS
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
6m & 8m HEAVY DUTY HINGED LIGHTING
COLUMN FOUNDATION DETAILS
Drawn By
Name
Checked By
Name
Approved By
Name
P.JENYON
S.CHAMBERS
J.SHERIDAN
N/A
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Sig.
ELR
N/A
Drawing No.
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/005
01
NOTES
1.
ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED
OTHERWISE. DO NOT SCALE THIS DRAWING.
2.
GUARD RAIL TO BE IN ACCORDANCE WITH
NETWORK RAIL DOCUMENT NR/GN/SIG/11210
APPENDIX 2G05
3.
ALL COMPONENTS TO BE SECURED WITH EPOXY IN
ACCORDANCE WITH MANUFACTURERS
SPECIFICATION.
4.
GUARD RAIL TO BE GREY - RAL 7047
5.
FOR FURTHER DETAILS OF CIVIL ENGINEERING
WORKS REFER TO :- NR/L3/CIV/140-MODEL
CLAUSES. FOR FURTHER DETAILS OF TECHNICAL
APPROVAL OF DESIGN, CONSTRUCTION &
MAINTENANCE OF CIVIL ENGINEERING
INFRASTRUCTURE REFER TO :- NR/SP/CIV/003.
6.
HANDRAIL SHALL BE CAPABLE OF WITHSTANDING A
HORIZONTAL FORCE OF 400N/m ACTING AT THE
HEIGHT OF HANDRAILS IN ACCORDANCE WITH
NETWORK RAIL COM[ANY STANDARD
NR/SP/OHS/069
1000
50mm OD (40mm ID)
GRP POSTS.
50mm OD (40mm ID)
GRP POSTS.
A
A
B
PLAN ON FOUNDATION (1:20)
B
PLAN ON FOUNDATION ALTERNATIVE POST FIXING
DETAIL (1:20)
50mm OD (40MM ID)
GRP RAILS.
600
GROUND
LEVEL
17.12.
2014
01
Rev
Date
P.J.
FIRST ISSUE
Name
Description of Revisions
S.C.
Rev'
Check
Client
GROUND
LEVEL
DEPTH TO SUIT
FORMATION LEVEL
500
MASS CONCRETE FOUNDATION
GRADE ST2, 400x400x700mm DEEP.
CONCRETE TO BE RAMMED AS
FILLING PROCEEDS & TOP TO BE
CHAMFERED AT 1:40.
BASE MOUNTED GRP POST FIXED
WITH 4 NO. M12 GALVANISED
STEEL RESIN ANCHORS, OR IN
ACCORDANCE WITH
MANUFACTURERS
SPECIFICATION.
DEPTH TO SUIT
1100
50mm OD (40mm ID)
GRP POSTS.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
1000
FILLED WITH CONCRETE
ON 25mm SAND
BLINDING
2000
ALL EXCAVATED
225
MATERIAL TO BE
REINSTATED IN 150mm
COMPACTED LAYERS
225
SECTION A-A GRP GUARD RAIL ELEVATION (1:20)
APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER
450
SECTION B-B ALTERNATIVE
POST FIXING DETAIL (1:20)
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
HEAVY DUTY GRP HANDRAIL DETAILS
Drawn By
Name
Checked By
Name
Approved By
Name
S.CHAMBERS
J.SHERIDAN
Title:
N/A
Sig.
Date
Sig.
Date
Sig.
Date
Sheet
AS SHOWN @ A3
Site Coordinates
Signature:
P.JENYON
ELR
N/A
Drawing No.
Name:
Date:
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Revision
075481/CV/006
01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Road width varies
Existing
Ground
Type 3 granular sub-base material
(subject to designers requirement)
Finished
road level
Existing
Ground
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Tensar TriAx used to create
mechanically stabilized layer
(subject to detailed design)
Geotextile weed
membrane
Proof rolled formation
Overall depth of
access road to
be site specific
Property and infrastructure
STONE ACCESS ROAD DETAILS
(Subject to site specific design)
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Note:
All soft spots encountered are to be removed and
replaced by 6F2/6F5 material in accordance with
specification for Highway Works' series 600.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
Alternate option
N.R. approved manufacturer surfacing
(i.e. Truck Pave).
TYPICAL ROLLED STONE ACCESS
ROAD DETAILS
Drawn By
Checked By
Approved By
L.Z.
J.W.
J.W.
Scale
Site Coordinates
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
Date
Sig.
Date
Sig.
Date
Sheet
1:10 @ A3
N/A
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 007 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
30mm thick AC 10 close surf 100/150 to BS EN 13108-1
50mm thick HRA 30/14 f surf 40/60 chip 8/14 to BA EN 13108-4
Refer to table A
for sub-base and
capping layer
60mm thick AC 20 dense bin 100/150 to BS EN 13108-1
60mm thick AC 20 dense bin 100/150 to BS EN 13108-1
150mm thick AC 32 dense base 100/150 to BS EN 13108-1
Refer to table A
for sub-base and
capping layer
Type 1 granular sub-base material to S.H.W. 800
Capping layer - class 6F5 (or 6F2) capping material
Lotrack 2800 geotextile (or equivalent)
Sub formation level
Type 1 granular sub-base material to S.H.W. 800
Capping layer - class 6F5 (or 6F2) capping material
Lotrack 2800 geotextile (or equivalent)
Subgrade CBR (%)
Subgrade CBR (%)
ACCESS TYPE 2
Sub formation level
ACCESS TYPE 3/4
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Table A:
Foundation thickness based on selected subgrade CBR values pavement and track form designed in accordance with HD26/06
foundation class 2.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
SUB BASE ONLY DESIGN
SUBGRADE CBR (%)
2.5
3
4
5
7
10
15
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
SUB BASE (TYPE 1) mm
450
420
360
320
290
250
200
TOTAL THICKNESS mm
450
420
360
320
290
250
200
Project Title
SUB BASE AND CAPPING DESIGN
SUBGRADE CBR (%)
2.5
3
4
5
7
10
15
SUB BASE (TYPE 1) mm
350
320
270
240
220
180
150
CAPPING (SERIES 600) mm
250
240
220
210
190
170
150
TOTAL THICKNESS mm
600
560
490
450
410
350
300
NEW CARRIAGEWAY CONSTRUCTION
STANDARD DETAIL
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL ASPHALT CONCRETE
ACCESS ROAD DETAILS
Drawn By
Checked By
Approved By
L.Z.
J.W.
J.W.
Scale
Site Coordinates
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
Date
Sig.
Date
Sig.
Date
Sheet
1:20 @ A3
N/A
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 008 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Depth of
Pavement
Finished level
Concrete slab Grade PAV2
1200g polyethylene
Proof rolled formation
Type 1 GSBM
Capping (6F2 or 6F5)
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Subject to detail design.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL CONCRETE
HARDSTANDING / ACCESS ROAD
DETAILS
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
NTS @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 009 Rev 01
GENERAL NOTES:
Galvanized mild steel barrier guard
rail complete with guard rail system
to be installed strictly in accordance
with manufacturers details.
600
600
100mm wide 8mm
Thick stiffener
412
412
Notes:
127x76 UB
A
Depth to suit
formation level
Mass concrete foundation grade
ST2. Concrete to be rammed as
filling proceeds.
25mm sand blinding
A
12mm Thick
base plate - see detail
Depth to suit
formation level
1. Fishtailed end unit to be fixed to
all barrier ends.
2. Post centres as per
manufacturers detail, but a
minimum of 2m centres.
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Galvanized mild steel barrier guard
rail complete with 127x76UB post
and base plate. Guard rail system to
be installed strictly in accordance
with manufacturers details.
Mass concrete foundation grade
ST2. Concrete to be rammed as
filling proceeds.
on 25mm sand blinding
ARMCO BARRIER RIDGID DUCT DETAIL
ROOTED ARMCO BARRIER DETAIL
(PREFERRED OPTION)
17.12.
2014
01
450
450
Galvanized mild steel barrier guard
rail complete with 127x76UB post
and base plate. Guard rail system to
be installed strictly in accordance
with manufacturers details.
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Property and infrastructure
12mm Thk. base plate c/w
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
127x76 UB
12mm Thick
base plate - see detail
B
330
60
B
45
412
600
SECTION A-A
PLAN ON FOUNDATION
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
100mm wide
8mm Thick
stiffener
250
Drawing Title
ARMCO BARRIER DETAILS
Concrete
Base/Apron
Drawn By
ARMCO BARRIER DETAIL FIXED
TO CONCRETE BASE/APRON
SECTION B-B
ARMCO BARRIER BASE
PLATE DETAIL
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
NTS @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 010 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
YPL Street Furniture
Bollards installed at
1.5m centres
Bollards installed at
1.5m centres
Unit 9 Royal Business Park
King Street
Pontefract
Lifting handle
YPL Economy Telescopic Post
Heavy duty galvanised 100x100
steel section (YPLECO)
WF8 4AH
Tel: 00(44) 1977 600999
Email: Sales@ypl-streetfurniture.co.uk
Removable steel bollard
1000
610
(YPL889 Galvanised or
YPL010m powder coated)
top bollard
G.L.
20mm clean
chippings
compacted
150
5mm box section,
galvanised.
6mm base plate complete
with water outlet
G.L.
300
Concrete to be grade ST4
to BS 8500 and BSEN 206.
Grass: +50mm (with 50mm chamfer)
Asphalt conc.: -60mm
Concrete: integral with slab
150
200
Bollard
50mm
chamfer
G.L.
785
200
450 minimum
of concrete
Hinged cover plate
Concrete to be grade ST4
to BS 8500 and BSEN 206.
DROP BOLLARD
200
200
Concrete to be grade ST4
to BS 8500 and BSEN 206.
TYPICAL CONCRETE BASE
REMOVABLE BOLLARD
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Bollards installed at
1.5m centres
915
1300
Bollards installed at
1.5m centres
Marshalls
Bridgford
T: +44 (0) 161 488 1500
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Bottom 500mm to be
given 3 coats of RIW
and set into C25
concrete bases 200mm
minimum surround.
Drawing Title
BOLLARD DETAILS
Drawn By
270 dia
L.Z.
Checked By
Approved By
PRECAST CONCRETE BOLLARD
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
500
455
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
with concrete. Painted
with yellow and black
banding.
Ground
level
NOTES
1.
All dimensions in millimetres.
2.
Concrete markers and bollards to be ST4
concrete to BS.5328 PT2
3. Bollards to have smooth plain white concrete
finish or beadalite finish if required.
Property and infrastructure
Bollard constructed
PERMANENT STEEL BOLLARD
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
NTS @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 011 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
50x150mm Flat top P.C.C
edging kerb each side of
road
Proposed Road level
ST2 Concrete
200mm
50mm
150mm
min.
200mm
Existing landscape
200mm
EDGING KERB
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
150
125
20
Finished road level
ST2 Concrete
125mm
Finished road level
150
125x150mm dropped
Bullnosed lightweight
recycled polymer kerb
(Durakerb or similar
approved product)
Property and infrastructure
150
150 min
75
150
70
60
50
125x255mm half battered
lightweight recycled polymer
kerb (Durakerb or similar
approved product)
50
25
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
For road construction
details refer to typical
details
Capita Property and Infrastructure Ltd.
275
ST2 Concrete
350
DROPPED KERB
Not for use on public highways
HALF BATTER KERB
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
LIGHTWEIGHT KERBING DETAILS (DURAKERBS)
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:10 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 012 Rev 01
GENERAL NOTES:
305 x 150mm CD
dished channel
125 x 150mm P.C.C. bull nosed
kerb type BN to BS EN 1340
150
150
300
15
15
ST1 concrete
bed and haunch
60
60
Kerb face
125 x 255mm P.C.C.
half battered kerb type
HB2 to BS EN 1340
ST1 concrete
bed and haunch
Kerb face -25mm as vehicular crossing
- 6mm as pedestrian crossing
300
15mm min mortar
(see note 4)
15mm min mortar
(see note 4)
200
125
60
150
15
150
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
ST1 concrete bed
and haunch
305
125
555
200
50 x 200mm P.C.C. flat top
edging type EF to BS EN
1340
70
180
50 x 150mm P.C.C. flat top
edging type EF to BS EN
1340
445
X = min 25
max 65
dowel holes
230
380
ST1 concrete
bed and haunch
100
15
60
100
230
C'way
X
115
415
25
160
80
DISHED CHANNEL TYPE
CD
ST1 concrete
bed and haunch
250
15mm min mortar
(see note 4)
60
NB. Where insufficient haunching/backing is available, vertical dowel
holes are moulded into the unit. dowel bars should then be put into the
unit & anchored securely.
KERB TYPE BN
(BULL NOSED KERB
125x150mm)
50
KERB TYPE HB2
(HALF BATTERED KERB
125x255mm)
250
17.12.
2014
01
Rev
15mm min mortar
(see note 4)
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
15mm min mortar
(see note 4)
HIGH CONTAINMENT
KERB WITH DOWEL
HOLES
EDGING TYPE EF
50mm upstand
(Edging 50x200mm)
EDGING TYPE EF
Flush
(Edging 50x150mm)
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
NOTES
1. Do not scale off this drawing.
2. All dimensions in millimetres unless otherwise stated.
3. Unless specified otherwise steel dowel bars shall be used where
kerb bedding / backing is laid separately. If used dowel bars shall be
300mm long 20mm diameter mild steel at 450mm centres.
4. Mortar only to be used when kerb laid on cured concrete.
Designation (i) mortar to be used.
5. All kerbs to be precast concrete.
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
PRE-CAST CONCRETE KERBING
DETAILS
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:20 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 013 Rev 01
NOTES:
1.
All dimensions in millimetres unless noted otherwise.
Do not scale this drawing.
2.
For futher details, refer to manufacturer.
AQUA.
Belmont House,
Garnett Place,
Skelmersdale,
Lancashire,
WN8 9UB.
Tel 01695 51933.
Email. sales@aquafab.co.uk.
Fax. 01695 51891.
Web. www.aquafab.co.uk
Entry to be
Galvanised solid
lid with frame
site specific
CL (Cover Level)
Finished ground
level
X
17.12.
2014
01
X
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Incoming
pipes
300
IL
site specific
Incoming
pipes
Entry to be
100
100
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
100
Depth to be site specific
Entry to be
Incoming
pipes
backfill.
site specific
HDPE chamber
Clean 20/40mm single
sized aggregate or 40mm
gravel surround
Concrete base
slab
SECTION X-X
T: +44 (0) 161 488 1500
PLAN ON SOAKAWAY
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL AQUA SOAKWAY DETAILS
TYPICAL SOAKWAY DETAIL
NON TRAFFICKED AREAS
For non-vehicle traffic only. Subject to detail design & liason with
manufacture based on Aqua Thieel chamber.
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:20 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 014 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Class B solid engineering bricks,
concrete blocks or precast concrete
cover frame seating rings
750mm sq clear opening D400 (min)
ductile iron cover and frame bedded
on mortar with a mortar haunch
GL
750
1050 diameter manhole rings
changing to 1050 soakaway
rings
Geotextile filter membrane shall be
provided to the top, bottom and all
sides of the soak away pit. Geotextile
membrane to be Lotrak 2300 or
Polyfelt TS50 or approved equivalent.
750
Clean 20/40mm single sized
aggregate or 40mm gravel
surround / base infill to
soakaway.
Top stone
Geotextile
Geotextile
17.12.
2014
01
L.Z.
First issue
Name
Description of Revisions
J.W.
IL
Rev
Date
Rev'
Check
Geotextile
3500
Geotextile
Geotextile
Geotextile
Client
Property and infrastructure
BL
450
Geotextile
GEN 3 concrete ring
foundations for the
soakaway rings
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
Geotextile
Geotextile
300 (min)
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
1050mm diameter PCC
Soakaway rings with 75mm
diameter holes
300 (min)
Clean 20/40mm single sized aggregate
or 40mm gravel surround / base infill to
soakaway.
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL SOAKWAY DETAIL
TRAFFICKED AREAS
TYPICAL SECTION THROUGH SOAKAWAY
Drawn By
Subject to detail design.
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:20 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 015 Rev 01
GENERAL NOTES:
Kerb
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Vertical saw cut to
existing Binder course
Existing Carriageway
Vertical saw cut to existing
Surface course. Joint to be
painted with hot bitumin (Cl 706)
Surface course
Binder course
300
Existing Carriageway
Proposed carriageway profile
130
100
Existing material to be planed
or removed with hand tools
60
Or as directed by Engineer
40
300
Base course
Surface course
Binder course
Base course
Capping layer
The edge of existing carriageway to
be cut back 300mm to sound face or
as directed by the Engineer
Where this dimension is in a taper section and varies
from 0 to 750mm then concrete may be used in lieu of
Base course Concrete to be C7.5, wet lean concrete to Cl
1030 with 75mm slump, placed with vibrating poker
425
CONSTRUCTION DETAILS ADJACENT TO EXISTING
CARRIAGEWAY (LONGITUDINAL TIE-IN DETAIL)
CLAUSES REFER TO THE SPECIFICATION FOR HIGHWAY WORKS
Existing Carriageway to be planed
min
100
CUT
FIL
L
Sub-base
Surface course regulating material
Sub-base
Binder course regulating material
Existing carriageway profile
Base course regulating material
REGULATING COURSE IN AREA OF BUILD
UP ON EXISTING CARRIAGEWAY
(TRANSVERSE TIE-IN DETAIL)
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Transition joint location
Shown on plan
3000
Surface course
Binder course
Base course
Sub-base
Existing
Footway
75
75
Reinforcement
1000
Concrete surface
300
Property and infrastructure
Surface
course
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
Binder course
T: +44 (0) 161 488 1500
Sub Base
10
Detail design
Sub-base
200mm
Transition slab
1
20mm mild steel bars
1m long at 300 centres.
TRANSITION JOINT BETWEEN CONCRETE
AND ASPHALT CONCRETE SURFACING
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
All joints to be saw
cut and sealed
FOOTWAY TIE-IN DETAIL
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TIPICAL HARDSTANDING / ACCESS
ROAD TIE-IN DETAILS
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
NTS @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 016 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
35
150
*
60
*
Dimensions marked thus
100 - load class A15
150 - load class B125
200 - load class D400
Linear drainage channel
(subjec to detail design)
Min C25/30 concrete
bedding and haunch.
LINEAR DRAINAGE UNIT
DETAIL ASPHALT
PAVEMENT
*
Top of channel
3mm below
pavement
Concrete
hardstanding
*
Channel
width
*
*
Slotted ductile iron grating
refer to loading classes
Concrete
hardstanding
Linear drainage channel
(subjec to detail design)
*
Slotted ductile iron grating
refer to loading classes
185
Varies
Top of channel
3mm below
pavement
Dimensions marked thus
100 - load class A15
150 - load class B125
200 - load class D400
Min C25/30 concrete
bedding and haunch.
LINEAR DRAINAGE UNIT
DETAIL CONCRETE
PAVEMENT
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL LINEAR DRAINAGE
CHANNEL DETAILS
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:20 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 017 Rev 01
160
430
160
150
210
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
150
210
330
750
500
150
400
800
150
GENERAL NOTES:
150
350
150
150
375
Formation
drainage slot
PLAN OF P.C. COVER SLAB FOR
500mm * 350mm GRATING AND FRAME
PLAN OF P.C. COVER SLAB FOR
430mm * 370mm GRATING AND FRAME
NOTES
Joint between kerb and frame filled and
pointed with polyester resin mortar
10
Formation drainage slot
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
2. Gratings shall be available with either left or right
hand hinges as viewed when facing the kerb.
Hinged end to be nearest on-coming traffic. The
grating shall be captive within the frame.
Varies
330 min
Carriageway
50
17.12.
2014
01
1. End hinged ductile iron gully grating and frame to
BS EN 124:1994 Class D400 (see note 5) bedded
on polyester resin mortar 10 to 20mm thick.
See Note 1
150
Formation
Level
Formation
drainage slot
375
650
Concrete ST4 cast in-situ raising piece
rebated as necessary and finised smooth and
even. Portland cement is to be used when the
ambient temperature can be expected to fall
150
Property and infrastructure
3. All in-situ concrete to be medium workability /
75mm slump.
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
4. Precast concrete gully cover slab ST4 with
minimum cement content 300 kg/m3 and 0.60
maximum water/cement ratio. Workability to suit
method of manufacture.
Capita Property and Infrastructure Ltd.
T: +44 (0) 161 488 1500
Bend as required
Flexcell
joint
150mm diameter
outlet
5. Dimensions of opening on upper face of PC cover
slab shall be the same as the clear opening at the
underside of the frame. Tolerance is permitted on
all other cover slab dimensions
450*750*150 concrete street
gully to BS5911 Part 6
E: Special.Projects@Capita.co.uk
Project Title
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
CONCRETE ROAD GULLY
FOR ACCESS ROAD
Stopper &
chain
Flexcell
joint
Drawn By
L.Z.
Checked By
150mm bed and surround
concrete ST4
150mm bed and
surround concrete ST4
Approved By
Scale
CONCRETE
ROAD GULLY
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1 :10 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 018 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Additional access shafts dependent
upon Separator size and manufacturer
Finished Level
External
construction
Manhole cover classification
dependant upon location
1500 diameter PCC rings required for maintenance access
on separators with a cover of 1.25m and over
1220*685 multiple cover required
17.12.
2014
01
Positioned on
filter access
unit
Rev
200mm thick R.C. capping slab
reinforced with 2 layers of A393
mesh 1 top + 1 bottom (40mm cover)
1000 over hang
all round
75mm thick layer of
polystyrene
Profile of P.I. is indicative only.
Concrete surround to tank in
accordance with manufacturers
installation instructions
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
Client
1000 over hang
all round
NOTE
Property and infrastructure
Concrete to capping slab to be grade
C35/20 with a minimum cement content
of 330kg/m3 and a maximum free
water/cement ratio of 0.55.
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
TYPICAL SECTION THROUGH OIL
SEPARATOR IN TRAFFICKED AREA
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
Drawing Title
TYPICAL OIL SEPARATOR
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:50 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 019 Rev 01
GENERAL NOTES:
ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH
THE REQUIREMENTS OF NETWORK RAIL COMPANY
PROCEDURES
Surface to be reinstated
to match existing
500
Finished ground
level
20mm Single size stone
17.12.
2014
01
Rev
Date
L.Z.
First issue
Name
Description of Revisions
J.W.
Rev'
Check
150
Client
pipe (pipes to be laid with
perforations at invert).
Terram 1000 lining or similar approved product.
Filter material 10mm clean pea gravel.
Property and infrastructure
Special Projects, 2nd Floor Clemence House, Mellor Road,
Cheadle Hulme. SK8 5AT
Web: www.capita.co.uk/infrastructure
150
T: +44 (0) 161 488 1500
E: Special.Projects@Capita.co.uk
Capita Property and Infrastructure Ltd.
Project Title
50
INFRASTRUCTURE ACCESS POINTS
BEST PRACTICE DESIGN GUIDE
STANDARD DETAILS
150
150
600
FILTER DRAIN DETAIL
Geotextile filter membrane on
50mm thick layer of sand bedding.
Drawing Title
FILTER DRAIN DETAILS
Drawn By
L.Z.
Checked By
Approved By
Scale
J.W.
J.W.
Name
Name
Name
L.ZEMAN
J.WHITE
J.WHITE
N/A
Date
Sig.
Date
Sig.
Date
Sheet
1:10 @ A3
Site Coordinates
Sig.
ELR
N/A
1
Chainage
of
17.12.14
17.12.14
17.12.14
1
N/A
Drawing No.
075481 / CV / 020 Rev 01