appendix c – standard details · 2750 475 max 155 centres 1300 50 600 3000 100 380 127x76x13 ub...

CS075481/BPDG/1.0 March 2015

Appendix C/ – Standard Details

Appendix C – Standard Details

2750

225

MAX 155

CENTRES

50 M

AX

.

1100

1800

100

102x44x7.5 RSJ WITH POINTED

TOP

40x40x6 RSA RAILS TOP AND

BOTTOM

MINIMUM 3.0mm THICK x 70mm

WIDE CORRUGATED 'W'

FENCING PALES AT EQUAL

CENTRES, WITH TRIPLE

POINTED TOPS WITH SPLAYED

HEADS POINTING OUTWARDS

GROUND

LEVEL

TYPICAL 1.8m HIGH PALISADE FENCE (1:50)

SLIDING LOCKING BAR

GATE FRAME 90x50x3.5 RHS

152x152x37 UC POSTS WITH

POINTED TOP

6mm THK SLAM PLATE

TRIANGULAR GUSSET PLATE

525mm MINIMUM EMBEDMENT

INTO 600x600x1100mm

CONCRETE FOOTING

ANTILIFT GATE HANGING

DETAIL

DROP BOLT

(TYPICAL EXTERNAL VIEW)

TYPICAL 1.8m HIGH 6m WIDE PALISADE GATE (1:50)


MAX 155

CENTRES

300

1800

1100

600

6000

102x44x7.5 RSJ

40x40x6 RSA RAIL

3.0mm THICK CORRUGATED

PALES FIXED TO RAILS AT

155mm CENTRES

525

1800

225

100

50 M

AX

.

SECTION A-A (1:50)

GROUND

LEVEL

GROUND

LEVEL

40x40x6 RSA RAIL


INTO 600x600x1100mm

CONCRETE FOOTING

A

A

600

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By

Site Coordinates ELR Chainage

Sheet of

Check

Rev'

Description of RevisionsName

1.8m HIGH 6m WIDE PALISADE

GATE & FENCE DETAILS -

SECURITY LEVEL 1 & 2

1

P.JENYON

AS SHOWN @ A3

075481/CV/001

1

INFRASTRUCTURE ACCESS POINTS

BEST PRACTICE DESIGN GUIDE

STANDARD DETAILS

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: [email protected]

Capita Property and Infrastructure Ltd.

Property and infrastructure

S.CHAMBERS

J.SHERIDAN

N/A N/A N/A

P.J. FIRST ISSUE S.C.

17.12.14

17.12.14

17.12.14

01

17.12.

2014

Scale

GENERAL NOTES:

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE

SPECIFIED.

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.

SAFETY, HEALTH & ENVIRONMENT RISK ASSESSMENT

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.

IT IS ASSUMED THAT A COMPETENT CONTRACTOR IS AWARE OF THE RISKS

ASSOCIATED WITH GENERAL CONSTRUCTION ACTIVITIES UNDERTAKEN WITHIN

THE RAILWAY ENVIRONMENT.

RISKSTAGE

TABLE 1

CONTACT WITH OVERHEAD

WIRES OR BURIED SERVICES

C

SPECIFIC METHOD STATEMENT AND RISK

ASSESSMENT TO IDENTIFY AND DETAIL

PROTECTION TO ALL SERVICES, BURIED

AND OVERHEAD.

NOTE : C=CONSTRUCTION, D=DESIGN

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.


SUB-STANDARD INSTALLATION

D/C CERTIFICATE OF CONFORMITY IN


PROVIDED BY FENCE INSTALLER.

SPECIFICATION:

PALISADE FENCING

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.

ALL ROLLED STEEL SECTIONS SHALL BE OF STEEL GRADE S275 TO

BS EN 10025 : 1993 UNLESS OTHERWISE SPECIFIED.

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.

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

ALL BEDDING CONCRETE FOR VERTICAL FENCE POSTS TO BE MASS

CONCRETE MINIMUM GRADE ST2 TO BS 8500-1.

INSTALLATION GUIDANCE: PALISADE FENCING

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.

CONCRETE

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

APPROVED FOR CONSTRUCTION - NETWORK RAIL CIVIL ENGINEER

Signature:

Name:

Title:

Date:

Revision

01

2750

475

MAX 155

CENTRES

50

1300

600

3000

100

380

127x76x13 UB POSTS WITH

POINTED TOP

50x50x6 RSA RAILS TOP AND

BOTTOM

MINIMUM 3.0mm THICK x 70mm

WIDE CORRUGATED 'W'

FENCING PALES AT EQUAL

CENTRES, WITH TRIPLE

POINTED TOPS WITH SPLAYED

HEADS POINTING OUTWARDS

300x300mm INSITU CONCRETE

SILL. MIX ST2

925mm MINIMUM ENBEDMENT

INTO 600x600x1300mm

CONCRETE FOOTING

INTERMEDIATE SUPPORTS

WITH 100mm EMBEDMENT

INTO CONCRETE SILL

GROUND

LEVEL

TYPICAL 3m HIGH PALISADE FENCE (1:50)

SLIDING LOCKING BAR



POINTED TOP

6mm THK SLAM PLATE



SILL. MIX ST2

100 DIA DUCT FOR EARTHING

TAPE ON INSIDE OF COMPOUND


INTO 900x900x1300mm

CONCRETE FOOTING

ANTILIFT GATE HANGING

DETAIL

DROP BOLT


GROUND

LEVEL

TYPICAL 3.0m HIGH 6m WIDE PALISADE GATE (1:50)


MAX 155

CENTRES

300

3000

1300

900

6000

127x76x13 UB

50x50x6 RSA RAILS

3.0mm THICK CORRUGATED

PALES FIXED TO RAILS AT

155mm CENTRES

925

3000

475

100

50 M

AX

.

SECTION A-A (1:50)

GROUND

LEVEL

A

A

50x50x6 RSA RAIL

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


3.0m HIGH 6m WIDE PALISADE

GATE & FENCE DETAILS -

SECURITY LEVEL 3

1

P.JENYON

AS SHOWN @ A31



STANDARD DETAILS






S.CHAMBERS

J.SHERIDAN

N/A N/A N/A


17.12.14

17.12.14

17.12.14

01

17.12.

2014

GENERAL NOTES:


SPECIFIED.



PROCEDURES





INFRASTRUCTURE


BURIED SERVICES PRIOR TO GROUND

PENETRATION.













Signature:

Name:

Title:

Date:

075481/CV/002

Revision

01











RISKSTAGE

TABLE 1



C




AND OVERHEAD.


DAMAGE TO ROOTS OR

PROTECTED TREES

C



TREES DURING WORKS.

INJURY TO ADJOINING

LANDOWNERS

C





D/C









SPECIFICATION:

PALISADE FENCING

ALL STEEL PALISADE FENCE SHALL BE SECURITY TYPE SP30 IN










: PART 12.











CONCRETE








3000

1300

600

1500

300

ANTILIFT GATE HANGING DETAIL



POINTED TOP


INTO 600x600x1300mm

CONCRETE FOOTING

100 DIA DUCT FOR EARTHING

TAPE ON INSIDE OF COMPOUND


SILL. MIX ST2


6mm THK SLAM PLATE

SLIDING LOCKING BAR

GROUND

LEVEL

TYPICAL 3.0m HIGH 1.5m WIDE PALISADE

GATE (1:50)

MAX 155

CENTRES


1800

1100

600

1500

ANTILIFT GATE HANGING DETAIL


178x102x19 UB POSTS WITH

POINTED TOP


INTO 600x600x1100mm

CONCRETE FOOTING


6mm THK SLAM PLATE

SLIDING LOCKING BAR

GROUND

LEVEL

TYPICAL 1.8m HIGH 1.5m WIDE PALISADE

GATE (1:50)

MAX 155

CENTRES


Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


3.0m & 1.8m HIGH 1.5m WIDE

PALISADE ACCESS GATE DETAILS

1

P.JENYON

AS SHOWN @ A31



STANDARD DETAILS






S.CHAMBERS

J.SHERIDAN

N/A N/A N/A


17.12.14

01

17.12.

2014

GENERAL NOTES:


SPECIFIED.



PROCEDURES





INFRASTRUCTURE


BURIED SERVICES PRIOR TO GROUND PENETRATION.













Signature:

Name:

Title:

Date:

17.12.14

17.12.14

075481/CV/003

Revision

01











RISKSTAGE

TABLE 1



C




AND OVERHEAD.


DAMAGE TO ROOTS OR

PROTECTED TREES

C



TREES DURING WORKS.

INJURY TO ADJOINING

LANDOWNERS

C





D/C









SPECIFICATION:

PALISADE FENCING

ALL STEEL PALISADE FENCE SHALL BE SECURITY TYPE GP18/SP30 IN










: PART 12.











CONCRETE








PLAN (1:20)

SECTION A-A (1:20)

6m LIGHTING

COLUMN 168mm Ø

1250

1000

300mm Ø RIGID

DUCT

TYPICAL 6m ABACUS T061RLS LIGHT

DUTY LIGHTING COLUMN

FOUNDATION DETAILS

300

300mm Ø RIGID DUCT

CABLE ENTRY (150X50)

100mm Ø DUCT

500

A A

300Ø RIGID DUCT FILLED

WITH CONCRETE ON 25mm

SAND BLINDING

MASS CONCRETE FOUNDATION GRADE

ST2. CONCRETE TO BE RAMMED AS

FILLING PROCEEDS.

GROUND

LEVEL

4910

1000

Ø76X3.0THK CHS

6m LIGHTING

COLUMN 168mm Ø

PLAN (1:20)

SECTION B-B (1:20)

8m LIGHTING

COLUMN 168mm Ø

1450

1200

300mm Ø RIGID

DUCT

TYPICAL 8m ABACUS T081RLS LIGHT

DUTY LIGHTING COLUMN

FOUNDATION DETAILS

300

300mm Ø RIGID DUCT

CABLE ENTRY (150X50)

100mm Ø DUCT

500

B B

300Ø RIGID DUCT FILLED

WITH CONCRETE ON 25mm

SAND BLINDING



FILLING PROCEEDS.

GROUND

LEVEL

6880

1000

Ø76X3.0THK CHS

8m LIGHTING

COLUMN 168mm Ø

NOTE: LIGHTING POSITION MAY VARY

TO SUIT SITE LOCATION

HINGED COLUMN TO BE INSTALLED

TO FALL AWAY FROM TRACK FOR

MAINTENANCE PURPOSES.

Client

Project Title

Drawing Title

DateRev

Date

Date

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

Date

Approved By

Checked By


Sheet of

Check

Rev'


6m & 8m LIGHT DUTY HINGED LIGHTING

COLUMN FOUNDATION DETAILS

1

P.JENYON

AS SHOWN @ A31



STANDARD DETAILS






S.CHAMBERS

J.SHERIDAN

N/A N/A N/A

P.J. FIRST ISSUE S.C.01

17.12.

2014

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.

GENERAL NOTES:


Signature:

Name:

Title:

Date:

5. 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.

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.

075481/CV/004

Revision

01

17.12.14

17.12.14

17.12.14

Drawn By

PLAN (1:25)

SECTION A-A (1:25)

6m LIGHTING

COLUMN

219mm Ø

1450

1200

600mm Ø

RIGID DUCT

600

600mm Ø RIGID DUCT

CABLE ENTRY (150x50)

100mm Ø DUCT

500

A A

600Ø RIGID DUCT FILLED WITH CONCRETE

ON 25mm SAND BLINDING



FILLING PROCEEDS.

GROUND

LEVEL

TYPICAL 6m ABACUS T067RLH HEAVY DUTY

LIGHTING COLUMN FOUNDATION DETAILS

PLAN (1:25)

SECTION B-B (1:25)

8m LIGHTING

COLUMN

219mm Ø

1450

1200

600mm Ø RIGID

DUCT

600

500

B B

GROUND

LEVEL

TYPICAL 8m ABACUS T087RLH HEAVY DUTY

LIGHTING COLUMN FOUNDATION DETAILS

1505

2035

2370

6m LIGHTING

COLUMN 219mm Ø

Ø114X3.0THK CHS

Ø140X3.0THK CHS

1505

3200

3175

8m LIGHTING

COLUMN 219mm Ø

Ø114X3.0THK CHS

Ø140X3.0THK CHS

600mm Ø RIGID DUCT

CABLE ENTRY (150x50)

100mm Ø DUCT

600Ø RIGID DUCT FILLED WITH CONCRETE

ON 25mm SAND BLINDING



FILLING PROCEEDS.

NOTE: LIGHTING POSITION MAY VARY

TO SUIT SITE LOCATION

HINGED COLUMN TO BE INSTALLED

TO FALL AWAY FROM TRACK FOR

MAINTENANCE PURPOSES.

DOOR DOOR

Client

Project Title

Drawing Title

DateRev

Date

Date

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

Date

Approved By

Checked By


Sheet of

Check

Rev'


6m & 8m HEAVY DUTY HINGED LIGHTING

COLUMN FOUNDATION DETAILS

1

P.JENYON

AS SHOWN @ A31



STANDARD DETAILS






S.CHAMBERS

J.SHERIDAN

N/A N/A N/A


17.12.14

01

17.12.

2014


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.

NOTES:

5. 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.

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








Signature:

Name:

Title:

Date:

17.12.14

17.12.14

075481/CV/005

Revision

01

Drawn By

SECTION A-A GRP GUARD RAIL ELEVATION (1:20)

1000

2000

MASS CONCRETE FOUNDATION

GRADE ST2, 400x400x700mm DEEP.

CONCRETE TO BE RAMMED AS

FILLING PROCEEDS & TOP TO BE

CHAMFERED AT 1:40.

225 225

50mm OD (40mm ID)

GRP POSTS.

50mm OD (40MM ID)

GRP RAILS.

BASE MOUNTED GRP POST FIXED

WITH 4 NO. M12 GALVANISED

STEEL RESIN ANCHORS, OR IN

ACCORDANCE WITH

MANUFACTURERS

SPECIFICATION.

SECTION B-B ALTERNATIVE

POST FIXING DETAIL (1:20)

1100

500

DE

PT

H T

O S

UIT

FO

RM

AT

IO

N LE

VE

L

600

DE

PT

H T

O S

UIT

450

450Ø RIGID DUCT

FILLED WITH CONCRETE

ON 25mm SAND

BLINDING

450Ø RIGID DUCT

PLAN ON FOUNDATION (1:20)

450Ø

ALL EXCAVATED

MATERIAL TO BE

REINSTATED IN 150mm

COMPACTED LAYERS

A A

GROUND

LEVEL

50mm OD (40mm ID)

GRP POSTS.

1000

GROUND

LEVEL

PLAN ON FOUNDATION -

ALTERNATIVE POST FIXING

DETAIL (1:20)

450Ø RIGID DUCT

50mm OD (40mm ID)

GRP POSTS.

BB

Client

Project Title

Drawing Title

DateRev

Date

Date

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

Date

Approved By

Checked By


Sheet of

Check

Rev'


HEAVY DUTY GRP HANDRAIL DETAILS

1

P.JENYON

AS SHOWN @ A31



STANDARD DETAILS






S.CHAMBERS

J.SHERIDAN

N/A N/A N/A


17.12.14

17.12.14

17.12.14

01

17.12.

2014


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







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

NOTES


Signature:

Name:

Title:

Date:

075481/CV/006

Revision

01

Drawn By

Existing

Ground

Type 3 granular sub-base material

(subject to designers requirement)

Tensar TriAx used to create

mechanically stabilized layer

(subject to detailed design)

Finished

road level

STONE ACCESS ROAD DETAILS

(Subject to site specific design)

Geotextile weed

membrane

Proof rolled formation

Existing

Ground

Overall depth of

access road to

be site specific

Note:

All soft spots encountered are to be removed and

replaced by 6F2/6F5 material in accordance with

specification for Highway Works' series 600.

Road width varies

Alternate option

N.R. approved manufacturer surfacing

(i.e. Truck Pave).

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL ROLLED STONE ACCESS

ROAD DETAILS

L.Z.

1

L.ZEMAN

1:10 @ A3

075481 / CV / 007 Rev 01

1






J.W.J.WHITE

N/A N/A N/A

L.Z.

First issue J.W.

17.12.14

17.12.14

17.12.14

01

17.12.

2014

Scale

GENERAL NOTES:



PROCEDURES

J.W.J.WHITE



STANDARD DETAILS

NEW CARRIAGEWAY CONSTRUCTION

STANDARD DETAIL

SUBGRADE CBR (%)

SUB BASE (TYPE 1) mm

TOTAL THICKNESS mm

Table A: Foundation thickness based on selected subgrade CBR values -

pavement and track form designed in accordance with HD26/06

foundation class 2.

2.5 3 4 5 7 10 15

450 420 360 320 290 250 200

450 420 360 320 290 250 200

SUB BASE ONLY DESIGN

SUBGRADE CBR (%)

SUB BASE (TYPE 1) mm

CAPPING (SERIES 600) mm

TOTAL THICKNESS mm

2.5 3 4 5 7 10 15

350 320 270 240 220 180 150

250 240 220 210 190 170 150

SUB BASE AND CAPPING DESIGN

600 560 490 450 410 350 300

60mm thick AC 20 dense bin 100/150 to BS EN 13108-1

ACCESS TYPE 3/4

Lotrack 2800 geotextile (or equivalent)

150mm thick AC 32 dense base 100/150 to BS EN 13108-1

50mm thick HRA 30/14 f surf 40/60 chip 8/14 to BA EN 13108-4

Sub formation level

60mm thick AC 20 dense bin 100/150 to BS EN 13108-1

ACCESS TYPE 2

Lotrack 2800 geotextile (or equivalent)

30mm thick AC 10 close surf 100/150 to BS EN 13108-1

Sub formation level

Refer to table A

for sub-base and

capping layer

Subgrade CBR (%)

Subgrade CBR (%)

Capping layer - class 6F5 (or 6F2) capping material

Type 1 granular sub-base material to S.H.W. 800

Capping layer - class 6F5 (or 6F2) capping material

Type 1 granular sub-base material to S.H.W. 800

Refer to table A

for sub-base and

capping layer

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL ASPHALT CONCRETE

ACCESS ROAD DETAILS

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GENERAL NOTES:



PROCEDURES

J.W.J.WHITE

075481 / CV / 008 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

Finished level

Concrete slab Grade PAV2

1200g polyethylene

Type 1 GSBM

Capping (6F2 or 6F5)

Proof rolled formation

Depth of

Pavem

ent

Subject to detail design.

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL CONCRETE

HARDSTANDING / ACCESS ROAD

DETAILS

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 009 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

A A

B B

ARMCO BARRIER RIDGID DUCT DETAIL

12mm Thick

base plate - see detail

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.

19mmØ hole

127x76 UB

450Ø rigid duct with concrete

on 25mm sand blinding

12mm Thick

base plate - see detail


rail complete with 127x76UB post

and base plate. Guard rail system to

be installed strictly in accordance


19mmØ hole

127x76 UB

ARMCO BARRIER DETAIL FIXED

TO CONCRETE BASE/APRON

Concrete

Base/Apron

Mass concrete foundation grade

ST2. Concrete to be rammed as

filling proceeds.

ROOTED ARMCO BARRIER DETAIL

(PREFERRED OPTION)

100mm wide 8mm

Thick stiffener

450Ø rigid duct with concrete on

25mm sand blinding

Mass concrete foundation grade

ST2. Concrete to be rammed as

filling proceeds.

1. Fishtailed end unit to be fixed to

all barrier ends.

2. Post centres as per

manufacturers detail, but a

minimum of 2m centres.

Notes:


rail complete with guard rail system

to be installed strictly in accordance


412

600

Depth to suit

form

ation level

450

412

600

600

412

Depth to suit

form

ation level

450

100mm wide

8mm Thick

stiffener

4No. 18Ø holes for

16mmØ anchor bolts

SECTION B-B

ARMCO BARRIER BASE

PLATE DETAIL

450Ø Rigid Duct

SECTION A-A

PLAN ON FOUNDATION

12mm Thk. base plate c/w

4No.16mm Ø holes

250

45

60

330

450Ø

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


ARMCO BARRIER DETAILS

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 010 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

DROP BOLLARD

Lifting handle

6mm base plate complete

with water outlet

G.L.

YPL Economy Telescopic Post

Heavy duty galvanised 100x100

steel section (YPLECO)

5mm box section,

galvanised.

Concrete to be grade ST4

to BS 8500 and BSEN 206.

610

785

450 m

inim

um

of concrete

150

20mm clean

chippings

compacted

200 200

Bollards installed at

1.5m centres

REMOVABLE BOLLARD

Removable steel bollard

(YPL889 Galvanised or

YPL010m powder coated)

114Ø 1m above ground flat

top bollard

Hinged cover plate

1000

200200

150

300

G.L.




1.5m centres

All dimensions in millimetres.

Concrete markers and bollards to be ST4

concrete to BS.5328 PT2

Bollards to have smooth plain white concrete

finish or beadalite finish if required.

3.

1.

2.

270 dia

455

915

PRECAST CONCRETE BOLLARD

NOTES

Ground

level

Marshalls

Bridgford


1.5m centres

Bottom 500mm to be

given 3 coats of RIW

and set into C25

concrete bases 200mm

minimum surround.

500

PERMANENT STEEL BOLLARD

Bollard constructed

from 193.7Ø CHS filled

with concrete. Painted

with yellow and black

banding.

1300


1.5m centres

Bollard

G.L.

50mm

chamfer

Grass: +50mm (with 50mm chamfer)

Asphalt conc.: -60mm

Concrete: integral with slab

TYPICAL CONCRETE BASE



YPL Street Furniture

Unit 9 Royal Business Park

King Street

Pontefract

WF8 4AH

Tel: 00(44) 1977 600999

Email: [email protected]

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


BOLLARD DETAILS

L.Z.

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STANDARD DETAILS






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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 011 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014

DROPPED KERB

125x255mm half battered

lightweight recycled polymer

kerb (Durakerb or similar

approved product)

Finished road level

For road construction

details refer to typical

details

HALF BATTER KERB

Finished road level

125x150mm dropped

Bullnosed lightweight

recycled polymer kerb

(Durakerb or similar

approved product)

EDGING KERB

50x150mm Flat top P.C.C

edging kerb each side of

road

Existing landscape

Proposed Road level

Not for use on public highways

ST2 Concrete

ST2 Concrete

ST2 Concrete

20

125

50

70

75

150 m

in

150

275

350

150

150

60

150

50

25

125m

m

200mm

150m

m

min.

200m

m

50m

m

200mm

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


LIGHTWEIGHT KERBING DETAILS -

(DURAKERBS)

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PROCEDURES

J.W. J.WHITE

075481 / CV / 012 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

Kerb face

125 x 255mm P.C.C.

half battered kerb type

HB2 to BS EN 1340

ST1 concrete

bed and haunch

15mm min mortar

(see note 4)

KERB TYPE HB2

(HALF BATTERED KERB

125x255mm)

125 x 150mm P.C.C. bull nosed

kerb type BN to BS EN 1340

ST1 concrete bed

and haunch

Kerb face -25mm as vehicular crossing

- 6mm as pedestrian crossing

KERB TYPE BN

(BULL NOSED KERB

125x150mm)

C'way

X = min 25

max 65

HIGH CONTAINMENT

KERB WITH DOWEL

HOLES

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.

50 x 200mm P.C.C. flat top

edging type EF to BS EN

1340

EDGING TYPE EF

50mm upstand

(Edging 50x200mm)

DISHED CHANNEL TYPE

CD

305 x 150mm CD

dished channel

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.

ST1 concrete

bed and haunch

38mmø

dowel holes

15mm min mortar

(see note 4)

ST1 concrete

bed and haunch

15mm min mortar

(see note 4)

15mm min mortar

(see note 4)

150

15

60

300

150

15

150

300

150

380230

115

415

X

180 200

160

25

445

80

60

100

50

230

250

70

60

555

125

200

15

305

60

125

50 x 150mm P.C.C. flat top

edging type EF to BS EN

1340

EDGING TYPE EF

Flush

(Edging 50x150mm)

15mm min mortar

(see note 4)

ST1 concrete

bed and haunch

100

250

60

15

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


PRE-CAST CONCRETE KERBING

DETAILS

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 013 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

HDPE chamber

Entry to be

site specific

Entry to be

site specific

TYPICAL AQUA SOAKWAY DETAILS

Depth to be site specific

12Ø

Incoming

pipes

Incoming

pipes

Incoming

pipes

CL (Cover Level)

backfill.

SECTION X-X

X X

PLAN ON SOAKAWAY

Galvanised solid

lid with frame

Ø

1

5

0

0

For non-vehicle traffic only. Subject to detail design & liason with

manufacture based on Aqua Thieel chamber.

Clean 20/40mm single

sized aggregate or 40mm

gravel surround

Concrete base

slab

Finished ground

level

1500Ø (minimum)

300

Entry to be

site specific

100

100

100

IL

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL SOAKWAY DETAIL

NON TRAFFICKED AREAS

L.Z.

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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. [email protected].

Fax. 01695 51891.

Web. www.aquafab.co.uk

075481 / CV / 014 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

750

450

750

300 (min) 300 (min)

3500

Class B solid engineering bricks,

concrete blocks or precast concrete

cover frame seating 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.

IL

GEN 3 concrete ring

foundations for the

soakaway rings

GL

TYPICAL SECTION THROUGH SOAKAWAY

1050mm diameter PCC

Soakaway rings with 75mm

diameter holes

1050 diameter manhole rings

changing to 1050 soakaway

rings

750mm sq clear opening D400 (min)

ductile iron cover and frame bedded

on mortar with a mortar haunch

Clean 20/40mm single sized aggregate

or 40mm gravel surround / base infill to

soakaway.

BL

Top stone

Geotextile

Geotextile

Geotextile

Geotextile

Geotextile

Geotextile

Geotextile

Geotextile

Geotextile

Clean 20/40mm single sized

aggregate or 40mm gravel

surround / base infill to

soakaway.

Subject to detail design.

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL SOAKWAY DETAIL

TRAFFICKED AREAS

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 015 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

40

100

60

130

F

I

L

L

CU

T

60°

Existing Carriageway

CLAUSES REFER TO THE SPECIFICATION FOR HIGHWAY WORKS

Surface course regulating material

Binder course regulating material

Base course regulating material

Existing carriageway profile

Existing Carriageway to be planed

Surface course

Binder course

Base course

Sub-base

Proposed carriageway profile

min

100

REGULATING COURSE IN AREA OF BUILD

UP ON EXISTING CARRIAGEWAY

(TRANSVERSE TIE-IN DETAIL)

CONSTRUCTION DETAILS ADJACENT TO EXISTING

CARRIAGEWAY (LONGITUDINAL TIE-IN DETAIL)

Vertical saw cut to

existing Binder course

Vertical saw cut to existing

Surface course. Joint to be

painted with hot bitumin (Cl 706)

Existing material to be planed

or removed with hand tools

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

Existing Carriageway

Or as directed by Engineer

Surface course

Binder course

Base course

Sub-base

Capping layer

Kerb

300 300

425

Sub-base

Detail design

Sub-base

Base course

Binder course

Surface course

10

1

20mm mild steel bars

1m long at 300 centres.

Transition joint location

Shown on plan

Reinforcement

Concrete surface

TRANSITION JOINT BETWEEN CONCRETE

AND ASPHALT CONCRETE SURFACING

200mm

Transition slab

300

1000

3000

Sub Base

Binder course

All joints to be saw

cut and sealed

Existing

Footway

FOOTWAY TIE-IN DETAIL

75 75

Surface

course

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TIPICAL HARDSTANDING / ACCESS

ROAD TIE-IN DETAILS

L.Z.

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GENERAL NOTES:



PROCEDURES

J.W.J.WHITE

075481 / CV / 016 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

*

Varies

Linear drainage channel

(subjec to detail design)

Min C25/30 concrete

bedding and haunch.

Dimensions marked thus *

100 - load class A15

150 - load class B125

200 - load class D400

Slotted ductile iron grating

refer to loading classes

LINEAR DRAINAGE UNIT

DETAIL ASPHALT

PAVEMENT

LINEAR DRAINAGE UNIT

DETAIL CONCRETE

PAVEMENT

Top of channel

3mm below

pavement

Concrete

hardstanding

Concrete

hardstanding

Channel

width150

185

35

60

Min C25/30 concrete

bedding and haunch.

**

*

*

Top of channel

3mm below

pavement

Dimensions marked thus *

100 - load class A15

150 - load class B125

200 - load class D400

Slotted ductile iron grating

refer to loading classes

Linear drainage channel

(subjec to detail design)

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL LINEAR DRAINAGE

CHANNEL DETAILS

L.Z.

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 017 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

Stopper &

chain

150mm bed and surround

concrete ST4

150mm diameter

outlet

Flexcell

joint

150mm bed and

surround concrete ST4

Bend as required

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

below 5°C within 7 days of casting

Joint between kerb and frame filled and

pointed with polyester resin mortar

NOTES

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.

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.

3. All in-situ concrete to be medium workability /

75mm slump.

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.

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

Formation

Level

Carriageway

Flexcell

joint

See Note 1

PLAN OF P.C. COVER SLAB FOR

500mm * 350mm GRATING AND FRAME

PLAN OF P.C. COVER SLAB FOR

430mm * 370mm GRATING AND FRAME

CONCRETE

ROAD GULLY

Formation drainage slot

Formation

drainage slot

Formation

drainage slot

450*750*150 concrete street

gully to BS5911 Part 6

10

15

0

50

Va

rie

s

33

0 m

in

150 350 150

150 375 150

650

800

150

400

500

150

150

750

150

430

210

160

160

330

210

375

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


CONCRETE ROAD GULLY

FOR ACCESS ROAD

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GENERAL NOTES:



PROCEDURES

J.W.J.WHITE

075481 / CV / 018 Rev 01

L.Z.

First issue J.W.

01

17.12.

2014



STANDARD DETAILS

Finished Level

NOTE

External

construction

Manhole cover classification

dependant upon location

Profile of P.I. is indicative only.

Concrete surround to tank in

accordance with manufacturers

installation instructions

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.

1500 diameter PCC rings required for maintenance access

on separators with a cover of 1.25m and over

1220*685 multiple cover required

Additional access shafts dependent

upon Separator size and manufacturer

Positioned on

filter access

unit

200mm thick R.C. capping slab

reinforced with 2 layers of A393

mesh 1 top + 1 bottom (40mm cover)

TYPICAL SECTION THROUGH OIL

SEPARATOR IN TRAFFICKED AREA

75mm thick layer of

polystyrene

1000 over hang

all round

1000 over hang

all round

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


TYPICAL OIL SEPARATOR

L.Z.

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 019 Rev 01

L.Z.

First issue J.W.01

17.12.

2014



STANDARD DETAILS

Finished ground

level

20mm Single size stone

300Ø Upvc perforated

pipe (pipes to be laid with

perforations at invert).

FILTER DRAIN DETAIL

Geotextile filter membrane on

50mm thick layer of sand bedding.

Filter material 10mm clean pea gravel.

Terram 1000 lining or similar approved product.

Surface to be reinstated

to match existing

600

50

150150

150

500

150

Client

Project Title

Drawing Title

DateRev

Date

Date

Scale

Name Sig.

Name

Name

Sig.

Sig.

Drawing No.

DateDrawn By

Approved By

Checked By


Sheet of

Check

Rev'


FILTER DRAIN DETAILS

L.Z.

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GENERAL NOTES:



PROCEDURES

J.W. J.WHITE

075481 / CV / 020 Rev 01

L.Z.

First issue J.W.01

17.12.

2014



STANDARD DETAILS

appendix c – standard details · 2750 475 max 155 centres 1300 50 600 3000 100 380 127x76x13 ub...

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