Reinforced Concrete Slab - WhatDoTheyKnow

16-227W - Taylor Drive – Reinforced Concrete Slab December 2016

(Page 1 of 18)

APPROVAL IN PRINCIPLE

Title of Scheme: Taylor Drive – Reinforced Concrete Slab Over The Existing Culvert

Location: Taylor Drive Culvert

O.S grid ref: SJ642522 Structure No. TBC

CROUCH WATERFALL AIP 16-227W.01 (3)

Reinforced Concrete Slab Over the Existing Culvert

Cheshire East

Approval in Principle (Eurocodes)

December 2016

Notice This report was produced by Crouch Waterfall on behalf of Harry Fairclough Construction for Cheshire East Council Highways for the specific purpose of the Project named above. This report may not be used by any person other than Cheshire East Council Highways without their express permission. In any event, neither Harry Fairclough Construction or Crouch Waterfall accept any liability for any costs, liabilities or losses arising as a result of the use of or reliance upon the contents of this report by any person other than Cheshire East Council Highways.

Revision History

Edition Revision Prepared by Checked by Approved by

01 First Edition Date 09/11/16 Date 09/11/16 Date 09/11/16

Initials NB Initials TJE Initials TJE

02 Second Edition Date 07/12/16 Date 07/12/16 Date 07/12/16


03 Third Edition Date 21/12/16 Date 21/12/16 Initials 21/12/16


Document: Approval in Principle 16-227W.01 (3)


(Page 2 of 18)






Contents

Section Page

1. HIGHWAY DETAILS 3

2. SITE DETAILS 3

3. PROPOSED STRUCTURE 4

4. DESIGN CRITERIA 9

5. STRUCTURAL ANALYSIS 12

6. GEOTECHNICAL CONDITIONS 13

7. CHECKING 14

8. DRAWINGS AND DOCUMENTS 15

9. DESIGNER/ PRINCIPAL CONTRACTOR SUBMISSION SIGNATURES 16

10. TECHNICAL APPROVAL AUTHORITY SIGNATURE 18

Appendices

Appendix A - List of the relevant documents from the Technical Approval Schedule

Appendix B - Additional Relevant Standards

Appendix C Drawings


(Page 3 of 18)







1. HIGHWAY DETAILS

1.1 Type of highway

Footway/cycleway to trafficked highway

1.2 Permitted traffic speed

Over Structure: Not applicable (footway/cycleway) to 30 mph traffic

Under: Not applicable (Pipe Culvert)

1.3 Existing restrictions

Existing path footway/cycleway only. Brook location/position. Existing pipe culvert to be retained, constructing a reinforced concrete slab above. Consideration will be taken of the eastern headwall and training walls to retained. The work will be carried out by retaining the head wall and training walls whilst extending the length of the northeast head wall. Road levels of Taylor Drive and Edmund Wright Way and existing drainage system. There is not currently any geotechnical information report for the existing culvert location. Vegetation, including large, overhanging trees.

2. SITE DETAILS

2.1 Obstacles crossed

Brook and underground 920mm diameter pipe culvert which skewed to the footway/cycleway.


(Page 4 of 18)






3. PROPOSED STRUCTURE

3.1 Description of structure and working life

Existing Structure The existing pipe culvert is 920mm diameter at east side and 900mm diameter at the west side of the footway/cycleway is sitting underneath the road at a skew of approximately 60˚. The existing footway/cycleway is connecting Taylor Drive and Edmund Wright Way. The footway is Type 1, 3m wide with two bollards were built in accordance with specification SD 11/09 and SD 12/02. A 1m high and three rail timber fence at both sides of the footway/cycleway. Imported fill materials were provided on the top of the existing ground profile with 150 mm thick top soil on the both sides of the embankment of the footway/cycleway. Proposed Structure It is proposed to convert the existing footway/cycleway to a trafficked highway. It is unknown if the existing culvert has the capacity to take the increase in loading and the details of the culvert are unknown. To remove the requirement for an assessment on the culvert a new reinforced concrete slab is proposed to span the existing pipe culvert and the extension of footway, also acting to restrain/provide foundations for new parapets along either side. The slab is comprises a 2.5m footway on one side and a two lane highway with 1.0m high steel parapets. The 20 m long concrete slab spanning over the existing pipe culvert is on skewed void former and compacted granular fill. The pipe culvert headwall will be extended at the east side by extending one side the existing headwall with gabion basket. An extension of road work will be done adjoining to Taylor Drive and Edmund Wright Way. Approach and departure barriers shall also be incorporated into the scheme.

Drainage The standard cross fall drainage system will be provided on the slab. An indicative design for the drainage is included within the AIP drawings, and Appendix C. The final drainage system will be agreed with Harry Fairclough as part of the superstructure design.

3.2 Structural type

A single, simply supported span comprising a two lane single carriageway with adjoining footpath/cycleway. The standard highway steel parapet for residential area shall installed in accordance with TD 19-06.

3.3 Foundation type

Skewed slab is on the void former and the corner slabs bearing on the thick compacted granular fill.


(Page 5 of 18)






3.4 Span arrangements

A single, simply supported skew span of 6.1 m between end granular fill.

3.5 Articulation arrangements

The reinforced concrete slab over spanning the existing culvert is to be on skewed void former. Remaining corner of 20m long slab is bearing on the compacted granular fill.

3.6 Proposed classes / levels

3.6.1 Consequence class

CC2.

3.6.2 Reliability class

RC2.

3.6.3 Inspection level

IL2.

3.7 Road Restraint Systems requirements

Standard highway parapets a minimum of 1.0 m high steel in accordance of TD 19-06 – minimum N2 parapets. Additional to restraint requirements, the standard safety barrier shall be designed for protection of the traffic and pedestrians in accordance with TD19-06. Steel approach and departure barriers shall connect into the parapets will undertake RRRAP assessment. Cheshire East to organise Road Safety Audit.

3.8 Proposed arrangements for future maintenance and inspection

3.8.1 Traffic management

The existing footway/cycleway shall be closed and diverted the pedestrians/cyclists through to Taylor Drive or Edmund Wright Way, potentially by a temporary footbridge over the brook. The works may also necessitate partial closure of the carriageways during the works.


(Page 6 of 18)






3.8.2 Arrangements for future maintenance and inspections of structure. Access arrangements for

structure

Access of the maintenance of the pipe culvert, reinforced concrete slab or parapet may will be

through the east side of Taylor Drive footpath or the east side extension part of the road.

Access for maintenance and inspections to the existing culvert and headwalls shall remain largely

unchanged.

3.9 Environmental and Sustainability issues considered.

The proposed form of superstructure construction allows for prefabrication off-site and simple ground works for the remaining construction. Minor works to extend a headwall side retaining wall shall slightly impact the brook, instead of extending the culvert and moving the headwall. This will keep disruption to the brook, site and road closures to a minimum. For further information see Ecological Report. The design will consider in accordance with Ecological Report’s recommendations.

3.10 Duralibity, Materials and Finishes

Proposed material properties:

Concrete: In-situ concrete grade C32/40 to BS 8500–1:2015. Exposure Class XD1 to EN1992-1-1 Table 4.1

Precast – TBC by manufacturer, minimum to in-situ specification. Reinforcement: Grade B500B reinforcement to BS 4449, 2005. Surfacing/Waterproofing: Proprietary, resin based, combined waterproofing & anti-skid wearing course surfacing system (grey finish). Minimum 60mm binder course and a 40mm Asphalt Concrete surface course will be provided over the slab with minimum 1 in 70 cross falls. The tie-in details with the existing road will be achieved by cutting back the existing asphalt road surfacing and tapering in the new road surface. Gabion basket: Extension of pipe culvert’s head wall by gabion basket will improve the drainage system because they are porous, so water can not build up which cause structural failure to the retaining wall.

Void Former: A synthetic void former will be provided beneath the skewed slab to protect the existing culvert.


(Page 7 of 18)






3.11 Risks and hazards considered for design, execution, maintenance and demolition. Consultation

with and / or agreement from CDM Co-ordinator

Construction risks will be identified and managed in accordance with the Contractor’s Health and Safety Management Procedures. (See Appendix G for Designer’s Risk Assessment).

H1: Minimise interaction with, and inconvenience to, the public (vehicular and pedestrian) M1: Lift the steel parapets. Full road closure and diversion in operation for vehicles. Provision to be made for pedestrians at all times. H2: Lifting over brook. M2: Traffic management of the road. H3: Crane positioned so as to not overload existing road before or during lifting operation M3: This would be adequate for a 30 tonne lift when set sufficiently back from the existing road. Should a greater lift be necessary a tandem lift could be considered.

The contractor shall submit method statements / risk assessments to Cheshire East Council and gain acceptance to proceed prior to the undertaking of any works that may affect the road.

Risk will consider with future demolition of the concrete ground slab.

3.12 Estimated cost of proposed structure

The proposed structure has been selected as the preferred option because it is deemed to be the most cost effective solution with the shortest construction period, with minimum requirement for road closure. It is also a relatively light weight structure, keeping foundation loads to a minimum. Cost are to be confirmed by Harry Fairclough.

3.13 Proposed arrangements for construction

3.13.1 Construction of structure

It is proposed to construct the in-situ concrete elements on site and transport the materials before the construction.

3.13.2 Traffic management

Temporary lane closure may be required earlier to accommodate delivery and storage of materials or the excavation work for foundation.

3.13.3 Service diversions

The works are carried out for ducting of new lighting column/give way sign, installation of give way sign on a wide based post with lighting unit and 2 no duct chambers.


(Page 8 of 18)






The new surface drainage system shall input into the existing drainage system

3.13.4 Interface with existing structures

Care to reduce any impact associated with existing culvert. Existing headwall wall to be extended. Gabion basket will be tied into the existing head wall.


(Page 9 of 18)






4. DESIGN CRITERIA

4.1 Actions

4.1.1 Permanent actions

Material densities and load factors will be as listed in BS EN 1990 and BS EN1991 and associated UK National Annexes.

4.1.2 Variable actions

Load Model 1 and Load Model 2 in accordance with BS EN 1991-2: 2003 as modified by NA to BS

EN 1991-2:2003.

4.1.3 Snow, wind and thermal actions

Thermal actions to be in accordance with BS EN 1991-1-5 Section 6 & UK NA. Wind and thermal actions acting together will not be considered

4.1.4 Persistent actions relating to normal traffic under AW regulations and C&U regulations

Not applicable.

4.1.5 Persistent actions relating to General Order traffic under STGO regulations

Not applicable.

4.1.6 Footway persistent actions

Load Model 4 (crowd loading) in accordance with BS EN 1991-2, cl.4.3.5, to be applied to the full deck area.

4.1.7 Persistent actions relating to Special Order Traffic, provision for exceptional abnormal

indivisible loads including location of vehicle track on deck cross-section

Not applicable.

4.1.8 Accidental actions

Accidental actions / service vehicle to be in accordance with 5.6.3 of BS EN 1991-2 and UK NA 2.38.


(Page 10 of 18)






4.1.9 Actions during execution

Actions on the superstructure while being lifted into position to be in accordance with 4.2 of BS EN 1991-1-6 and UK NA

4.1.10 Special rules for combination of actions

Not applicable.

4.1.11 Any special actions not covered above

Not applicable.

4.2 Heavy or high load route requirements and arrangements being made to preserve the route,

including any provision for future heavier loads or future widening

Not applicable.

4.3 Minimum headroom provided (including allowance for vertical sag compensation and

maximum deflection of structure)

Not applicable

4.4 Authorities consulted and any special conditions required

Interface required with the following bodies:

Cheshire East Council

Environment Agency/Lead local flood authority 4.5 Standards and documents

4.5.1 List of relevant documents from the Technical Approval Schedule

See Appendix A.

4.5.2 Additional relevant standards and publications

None

4.5.3 Proposed departures from Standards and documents given in 4.5

None.


(Page 11 of 18)






4.6 Proposed methods for dealing with aspects not covered by Standards and documents in 4.5

None.

4.7 List of record of options and choices (for Category 2 or 3 checks)

None.


(Page 12 of 18)






5. STRUCTURAL ANALYSIS

5.1 Methods of analysis proposed for superstructure, substructure and foundations

The superstructure shall be analysed using a Tedds software with 2D model and the design calculation shall be used by hand calculations or spreadsheet.

5.1.1 Method of analysis proposed for ultimate limit states (excluding fatigue)

See point 5.1.

5.1.2 Methods of analysis for fatigue

Not applicable.

5.1.3 Method of analysis for serviceability limit states

Deflection checked under the SLS load according to BS EN 1990, table A1.4.1 and Table A2.1.

Natural frequency checked in accordance with BS EN 1990:2002.

5.2 Description and diagram of idealised structure to be used for analysis

The structure will be analysed as a 2D model. All joints may be considered as fully continuous, or

as a pinned if connections comply with the relevant Eurocode requirements.

5.3 Assumptions intended for calculation of structural element stiffness

For reinforced concrete slab an effective section will be assumed.

5.4 Proposed range of soil parameters to be used in the design of earth retaining structures

Not Applicable.


(Page 13 of 18)






6. GEOTECHNICAL CONDITIONS

6.1 Acceptance of recommendations of Section 8 of the Geotechnical Report to be used in the

design and reasons for any proposed changes

Not applicable.

6.2 Geotechnical Report Highway Structure Summary Information (form C)

Not Applicable

6.3 Differential settlement to be allowed for in the design of the structure

Not applicable.

6.4 If the Geotechnical Report is not yet available, state when the results are expected and list the

sources of information used to justify the preliminary choice of foundations

A trial hole or bore hole data is required for the condition of the soil strata to eliminate the bearing

capacity of the existing soil. Date 29/11/2016.


(Page 14 of 18)






7. CHECKING

7.1 Proposed Category of Checking and Design Supervision Level

Category 1 to BD2/12: (DSL2 to BS EN 1990:2002)

7.2 If Category 3, name of proposed Independent Checker

Not applicable.

7.3 Erection proposals or temporary works for which Types A and B proposals will be required,

listing structural parts of the permanent structure affected with reasons

None.


(Page 15 of 18)






8. DRAWINGS AND DOCUMENTS

8.1 List of drawings (including numbers) and documents accompanying the submission

Appendix Documents

Appendix A List of the relevant documents from the TAS

Appendix B Additional Relevant Standards

Appendix C Outline General Arrangement of Structure

16-227W - 001 - A01 Location Plan 16-227W - 002 - A01 Existing Plan 16-227W - 003 - A01 Plan - Proposed 16-227W - 004 - A01 Proposed Sections and Elevations


(Page 16 of 18)






9. DESIGNER/ PRINCIPLE CONTRACTOR SUBMISSION SIGNATURES

9.1 DESIGNER SUBMISSION

The design is submitted for Approval in Principle on behalf of Crouch Waterfall, The Bern, Elms Farm, Hobb Lane, Daresbury, Warrington, WA4 5LS

Signed

Name: Tim Elton Date: 21/12/2016

Position: Associate

Engineering Qualification: MEng CEng MICE

To be signed by the designer responsible for the Design to AIP stage or other person authorised to sign on behalf of the organisation responsible for the Design


(Page 17 of 18)






9.2 PRINCIPAL CONTRACTOR

The organisation named in Part 9 is engaged as a sub-contractor to the organisation stated below. I formally acknowledge the submission of this certificate to Cheshire East County Council in support of our contract obligation for provision of the AIP stage Design on behalf of Harry Fairclough Construction, Howley Lane, Warrington, Cheshire, WA1 2DN.

Signed

Name Date

Position

Engineering Qualification


(Page 18 of 18)






10. TECHNICAL APPROVAL AUTHORITY SIGNATURE The above is rejected/agreed subject to the amendments and conditions shown below.

TAA

Signed Name Date

Position Engineering Qualification



Title of Scheme : Reinforced Concrete Slab Over The Existing Culvert

Location : Taylor Drive Culvert

O.S grid ref : SX 938891 Structure No. TBC


Appendix A - List of the relevant documents from the Technical Approval

Schedule







Schedule of Documents Relating to Design of Highway Bridges and Structures using UK National Standards (Eurocodes)

British Standards (non-conflicting with Eurocodes)

BS EN 10025:2004, Parts 1/2 Technical Delivery conditions for Non-alloy Structural Steel

BS EN 10210-1 :2006, Parts 1/2 Hot finished structural hollow sections of non-alloy and fine grain steels.

BS EN 1337, Parts 1/2/3/5/8 Structural Bearings

BS 7818:1995 Specification for pedestrian restraint systems in metal

BS 8006 -: 2010 Code of practice for strengthened/reinforced soils and other fills

BS 8500-1; 2015 Concrete – Complementary British Standard to BS EN 206-1 Part 1: Method of specifying and guidance for the specifier

BS EN 1317-1; 1998 Road Restraint Systems - Part 1 Terminology and general criteria for test methods

BS EN 1317-2; 1998

Road Restraint Systems -

Part 2 – Performance classes, impact test acceptance

criteria and test methods for safety barriers.







Eurocodes

BS EN 1990: 2002 +A1 : 2005 Eurocode – Basis of structural design

NA to BS EN 1990:2002 +A1: 2005 UK National Annex for Eurocode – Basis of structural design

BS EN 1991-1-1: 2002 Eurocode 1 – Actions on structures – Part 1-1: General actions – Densities, self-weight, imposed loads for buildings

NA to BS EN 1991-1-1: 2002 UK National Annex to Eurocode 1 – Actions on structures – Part 1-1: General actions – Densities, self-weight, imposed loads for buildings

BS EN 1991-1-3: 2002 Eurocode 1 – Actions on structures – Part 1-3: General actions – Snow Loads

NA to BS EN 1991-1-3: 2002 UK National Annex to Eurocode 1 – Actions on structures – Part 1-3: General actions – Snow Loads

BS EN 1991-1-4: 2005 Eurocode 1 – Actions on structures – Part 1-4: General actions – Wind Loads

NA to BS EN 1991-1-4: 2005 UK National Annex to Eurocode 1 – Actions on

structures – Part 1-4: General actions – Wind Loads

BS EN 1991-1-5:2003 Eurocode 1 – Actions on structures – Part 1-5:

General actions – Thermal Actions

NA to BS EN 1991-1-5:2003 UK National Annex to Eurocode 1 – Actions on

structures – Part 1-5: General actions – Thermal

Actions

BS EN 1991-1-6: 2005 Eurocode 1 – Actions on structures – Part 1-6:

General actions – Actions during execution


structures – Part 1-6: General actions – Actions

during execution

BS EN 1991-1-7: 2006 Eurocode 1 – Actions on structures – Part 1-7:

General actions – Accidental actions


structures – Part 1-7: General actions – Accidental







actions

BS EN 1991-2: 2003 Eurocode 1 – Actions on structures – Part 2: Traffic

loads on bridges

NA to BS EN 1991-2: 2003 UK National Annex to Eurocode 1 – Actions on

structures – Part 2: Traffic loads on bridges

BS EN 1992-1-1: 2004

Eurocode 2 – Design of concrete structures – Part 1-1: General rules and rules for buildings

NA to BS EN 1992-1-1: 2004

BS-EN-1992-2-2005

UK National Annex to Eurocode 2 – Design of

concrete structures – Part 1-1: General rules and

rules for buildings

Eurocode 2 – Concrete Bridge Design and detailing

rules

BS EN 1992-3: 2006 Eurocode 2 – Design of concrete structures – Part 3: Liquid retaining and containment structures

BS EN 1993-1-1: 2005 Eurocode 3 – Design of steel structures – Part 1-1: General rules and rules for buildings

NA to BS EN 1993-1-1: 2005 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-1: General rules and rules for buildings

BS EN 1993-1-3: 2006 Eurocode 3 – Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting

NA to BS EN 1993-1-3: 2006 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting

BS EN 1993-1-4: 2006 Eurocode 3 – Design of steel structures – Part 1-4: Structures in stainless steel

NA to BS EN 1993-1-4: 2006 UK National Annex to Eurocode 3 – Design of steel







structures – Part 1-4: Structures in stainless steel

BS EN 1993-1-5:2006 Eurocode 3 – Design of steel structures – Part 1-5: Plated structural elements

NA to BS EN 1993-

1-5:2006

UK National Annex to Eurocode 3: Design of steel structures – Part 1-5: Plated structural elements

BS EN 1993-1-7:2007 Eurocode 3 – Design of steel structures – Part 1-7: Plated structures subject to out of plane loading

NA to BS EN 1993-1-7: 2007 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-7: Plated structures subject to out of plane loading

BS EN 1993-1-8: 2005 Eurocode 3 – Design of steel structures – Part 1-8: Design of joints

NA to BS EN 1993-1-8: 2005 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-8: Design of joints

BS EN 1993-1-9: 2005 Eurocode 3 – Design of steel structures – Part 1-9: Fatigue strength

NA to BS EN 1993-1-9: 2005 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-9: Fatigue strength

BS EN 1993-1-10: 2005 Eurocode 3 – Design of steel structures – Part 1-10: Material toughness and through-thickness properties

NA to BS EN 1993-1-10: 2005 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-10: Material toughness and through-thickness properties

BS EN 1993-1-11: 2006 Eurocode 3 – Design of steel structures – Part 1-11: Design of structures with tension components

NA to BS EN 1993-1-11: 2006 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-11: Design of structures with tension components

BS EN 1993-1-12: 2007 Eurocode 3 – Design of steel structures – Part 1-12: Additional rules for the extension of EN 1993 up to







steel grades S 700

NA to BS EN 1993-1-12: 2007 UK National Annex to Eurocode 3 – Design of steel structures – Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S 700

BS EN 1993-2: 2006 Eurocode 3 – Design of steel structures – Part 2: Steel bridges

NA to BS EN 1993-2: 2006 UK National Annex to Eurocode 3 – Design of steel structures – Part 2: Steel bridges

BS EN 1993-5: 2007 Eurocode 3 – Design of steel structures – Part 5: Piling

NA to BS EN 1993-5: 2007 UK National Annex to Eurocode 3 – Design of steel structures – Part 5: Piling

BS EN 1994-2: 2005 Eurocode 4 – Design of composite steel and concrete structures – Part 2: General rules and rules for bridges

NA to BS EN 1994-2: 2005 UK National Annex to Eurocode 4 – Design of composite steel and concrete structures – Part 2: General rules and rules for bridges

BS EN 1995-1-1: 2004 Eurocode 5 – Design of timber structures – Part 1-1: General – Common rules and rules for buildings

NA to BS EN 1995-1-1: 2008 UK National Annex to Eurocode 5 – Design of timber structures – Part 1-1: General – Common rules and rules for buildings

BS EN 1996-2: 2006 Eurocode 6 – Design of masonry structures – Part 2: Design considerations, selection of materials and execution of masonry

BS EN 1996-3: 2006 Eurocode 6 – Design of masonry structures – Part 3: Simplified calculation methods for unreinforced masonry structures

NA to BS EN 1996-3: 2006 UK National Annex to Eurocode 6 – Design of masonry structures – Part 3: Simplified calculation methods for unreinforced masonry structures







BS EN 1997-1: 2004 Eurocode 7 – Geotechnical design – Part 1: General rules

NA to BS EN 1997-1; 2004 UK National Annex to Eurocode 7 – Geotechnical design – Part 1: General rules

BS EN 1997-2; 2007 Eurocode 7 – Geotechnical design – Part 2: Ground investigation and testing

NA to BS EN 1997-2; 2007 UK National Annex to Eurocode 7 – Geotechnical design – Part 2: Ground investigation and testing

BS EN 1999-1-1; 2007 Eurocode 9 – Design of aluminium structures – Part 1-1: General – common rules

NA to BS EN 1999-1-1: 2007 UK National Annex to Eurocode 9 – Design of aluminium structures – Part 1-1: General – common rules

BS EN 1999-1-3: 2007 Eurocode 9 – Design of aluminium structures – Part 1-3: Additional rules for structures susceptible to fatigue

NA to BS EN 1999-1-3: 2007 UK National Annex to Eurocode 9 – Design of aluminium structures – Part 1-3: Additional rules for structures susceptible to fatigue

BS EN 1999-1-4: 2007 Eurocode 9 – Design of aluminium structures – Part 1-4: Cold-formed structural sheeting

NA to BS EN 1999-1-4: 2007 UK National Annex to Eurocode 9 – Design of aluminium structures – Part 1-4: Cold-formed structural sheeting







BSI Published Documents

PD 6688-1-1 2011 Recommendations for the Design of Structures to BS EN 1991-1-1

PD 6688-1-5 Background paper to the UK National Annex to BS EN 1991-1-5 (under preparation)

PD 6688-1-7 2008 Recommendations for the Design of Structures to BS EN 1991-1-7

PD 6688-2 2011 Background to the National Annex to BS EN 1991-2 Traffic loads on bridges

PD 6687-1 2010 Background paper to the UK National Annexes to BS EN 1992-1 and BS EN 1992-3

PD 6687-2 2008 Recommendations for the design of structures to BS EN 1992-2

PD 6695-1-10 2009 Recommendations for the design of structures to BS EN 1993-1-10

PD 6695-2 2008 Recommendations for the design of bridges to BS

EN 1993

PD 6696-2 2007 Background paper to BS EN 1994-2 and the UK

National Annex to BS EN 1994-2

PD 6694-1 2011 Recommendations for the design of structures

subject to traffic loading to BS EN 1997-1:2004

PD 6698 2009 Recommendations for the design of structures for

earthquake resistance to BS EN 1998

PD 6703 2009 Structural bearings – Guidance on the use of

structural bearings

PD 6705-2 2010 Recommendations on the execution of steel bridges

to BS EN 1090-2







Execution Standards

BS EN 1090-1: 2009 Execution of steel structures and aluminium structures. Requirements for conformity assessment of structural components

BS EN 1090-2: 2008 Execution of steel structures and aluminium structures. Technical requirements for the execution of steel structures

BS EN 1090-3: 2008 Execution of steel structures and aluminium structures. Technical requirements for the execution of aluminium structures

BS EN 13670: 2009 Execution of concrete structures

Miscellaneous

Circular Roads No 61/72 - Routes for heavy and high abnormal loads (refer to the website http://www.esdal.com)

Traffic Management Act 2004

Construction (Design and Management) Regulations 2007

The Manual of Contract Documents for Highway Works (MCDHW)

Volume 1: Specification for Highway Works 2009

Volume 2: Notes for Guidance on the Specification for Highway Works 2009

Volume 3 Highway Construction Details 2008







The Design Manual for Roads and Bridges (DMRB)

General Requirements, Standards (GD Series)

GD 01/08 Introduction to the Design Manual for Roads and Bridges (DMRB)

GD 02/08 Quality Management Systems for Highway Design

Bridges and Structures, Advice Notes (BA Series)

BA 16/97 The Assessment of Highway Bridges and Structures. Amendment No. 2 Nov 2001

BA 26/94* Expansion Joints for use in Highway Bridge Decks

BA 28/92 Evaluation of Maintenance Costs in Comparing Alternative Designs for Highway Structures

BA 30/94 Strengthening of concrete Highway Structures using Externally Bonded Plates

BA 34/90 Technical Requirements for the Assessment and Strengthening Programme for Highway Structures. Stage I Older short span Bridges and Retaining Structures

BA 35/90 Inspection and Repair of Concrete Highway Structures

BA 38/93 Assessment of the Fatigue Life of Corroded or Damaged Reinforcing Bars

BA 39/93 Assessment of Reinforced Concrete Half-Joints

BA 41/98 The Design and Appearance of Bridges

BA 43/94 Strengthening, Repair and Monitoring of Post-tensioned Concrete Bridge Decks

BA 44/96 Assessment of Concrete Highway Bridge and Structures

BA 47/99* Waterproofing and Surfacing of Concrete Bridge Decks

BA 50/93 Post-tensioned Concrete Bridges: Planning ,Organisation and Methods for Carrying Out Special Inspections

BA 51/95 The Assessment of Concrete Structures Affected by Steel Corrosion

BA 52/94 The Assessment of Concrete Highway Structures Affected by Alkali Silica Reaction







BA 54/94 Load Testing for Bridge Assessment

BA 55/06 The Assessment of Bridge Substructures and Foundations, Retaining Walls and Buried Structures

BA 56/96 The Assessment of Steel Highway Bridges and Structures

BA 57/01* Design for Durability

BA 61/96 The Assessment of Composite Highway Structures

BA 67/96 Enclosure of Bridges

BA 68/97 Crib Retaining Walls

BA 72/03 Maintenance of Road Tunnels

BA 74/06 Assessment of Scour at Highway Bridges

BA 82/00* Formation of Continuity Joints in Bridge Decks

BA 83/02 Cathodic Protection for Use in reinforced Concrete Highway Structures

BA 85/04* Coatings for Concrete Highway Structures & Ancillary Structures

BA 86/04 Advice Notes on Non-Destructive Testing of Highway Structures

BA 87/04 Management of Corrugated Steel Buried Structures (Correction No. 1)

BA 88/04 Management of Buried Concrete Box Structures

BA 92/07 The Use of Recycled Concrete Aggregates in Structural Concrete

BA 93/09 Structural Assessment of Bridges with Deck Hinges







Bridges and Structures, Standards (BD Series)

BD 2/12* Technical Approval of Highway Structures

BD 7/01* Weathering steel for highway structures

BD 10/97* Design of Highway Structures in Areas of Mining Subsidence

BD 12/01* Design of corrugated steel buried structures with spans greater than 0.9 metres and up to 8.0 metres

BD 21/01 The Assessment of Highway Bridges and Structures. (May and August 2001 Amendments)

BD 27/86 Materials for the Repair of Concrete Highway Structures

BD 29/04* Design Criteria for Footbridges

BD 31/01 The Design of Buried Concrete Box and Portal Frame Structures

BD 33/94* Expansion Joints for Use in Highway Bridge Decks

BD 34/90

Technical Requirements for the Assessment and Strengthening Programme for Highway Structures. Stage 1 - Older Short Span Bridges and Retaining Structures

BD 35/06* Quality Assurance Scheme for Paints and Similar Protective Coatings

BD 36/92 Evaluation of Maintenance Costs in Comparing Alternative Designs for Highway Structures

BD 41/97 Reinforced Clay Brickwork Retaining Walls of Pocket Type and Grouted Cavity type Construction – Use of BS 5628: Part 2: 1995

BD 43/03* The Impregnation of Reinforced & Pre-stressed Concrete Highway Structures using Hydrophobic Pore-Lining Impregnants

BD 44/95 The Assessment of Concrete Highway Bridges and Structures

BD 45/93 Identification Marking of Highway Structures

BD 46/92 Technical Requirements for the Assessment and Strengthening Programme for Highway Structures. Stage 2 - Modern Short Span Bridges







BD 47/99* Waterproofing and Surfacing of Concrete Bridge Decks

BD 48/93 The Assessment and Strengthening of Highway Bridge Supports

BD 50/92 Technical Requirements for the Assessment and Strengthening Programme for Highway Structures. Stage 3 - Long Span Bridges

BD 51/98* Design Criteria for Portal and Cantilever Sign/Signal Gantries

BD 53/95 Inspection & Records for Road Tunnels.

BD 54/93 Post-tensioned Concrete Bridges Prioritisation of Special Inspections

BD 56/96 The Assessment of Steel Highway Bridges and Structures

BD 57/01* Design for Durability

BD 61/96 The Assessment of Composite Highway Bridges

BD 62/07* As Built, Operational and Maintenance Records for Highway Structures

BD 63/07 Inspection of Highway Structures

BD 65/97* Design Criteria for Collision Protector Beams

BD 67/96* Enclosures of Bridges

BD 68/97 Crib Retaining Walls

BD 78/99* Design of Road Tunnels

BD 79/06 The management of sub-standard highway structures

BD 81/02 Use of compressive membrane action in bridge decks

BD 82/00 Design of buried rigid pipes

BD 86/07 The Assessment of Highway Bridges & Structure for Effects of STGO & SO Vehicles

BD 87/05 Maintenance Painting of Steelwork

BD 89/03 The Conservation of Highway Structures







BD 90/05 Design of FRP Bridges and Highway Structures

BD 91/04 Unreinforced Masonry Arch Bridges

BD 94/07 Design of Minor Structures

Bridges and Structures, Technical Memoranda (BE Series)

BE 7/04 Departmental Standard (Interim) Motorway Sign/Signal Gantries

BE 13 Fatigue Risk in Bailey Bridges

Traffic Engineering and Control, Standards (TD Series)

TD 9/93 Highway Link Design (Amendment No.1)

TD 16/07 Geometric Design of Roundabouts

TD 19/06* Requirement for Road Restraint Systems

TD 27/05* Cross Sections and Headroom

TD 34/07 Design of Road Lighting for the Strategic Motorway and Trunk Road Network

TD 36/93 Subways for Pedestrians and Cyclists, Layout and Dimensions

TD 54/07 Design of Mini Roundabouts







Highways, Advice Notes (HA Series)

HA 59/92 Mitigating Against Effects on Badgers

HA 65/94 Design Guide for Environmental Barriers

HA 66/95* Environmental Barriers – Technical Requirements

HA 80/99 Nature Conservation Advice in Relation to Bats

HA 81/99 Nature Conservation Advice in Relation to Otters

HA 84/01 Nature Conservation and Biodiversity

HA 97/01 Nature Conservation Management Advice in Relation to Dormice

HA 98/01 Nature Conservation Management Advice in Relation to Amphibians

HA 207/07 Air Quality

HA 208/07 Cultural Heritage

Highways, Standards (HD Series)

HD 22/02 Managing Geotechnical Risk

HD 29/08 Data for Pavement Assessment

HD 44/09 Assessment of Implications (of Highways and/or Roads Projects) on European Sites (Including Appropriate Assessment)

* Refer to IAN 124/11 Annex C1 for additional guidance and/or requirements to be applied for design in

conjunction with Eurocodes.

16-227W - Taylor Drive - Reinforced Concrete Slab






Appendix B

- Additional Relevant Standards







British Standards (non-conflicting with Eurocodes)

BS EN 13369 2004+A1

Common rules for precast concrete products

BS EN 14844 2006+A1

Precast concrete products – Box culverts

Interim Advice Notes

01/95 TD 37/93 Scheme Assessment Reporting

03/96 BA 50/93 Post Tensioned Concrete Bridges

04/96 BD 44/95 The Assessment of Concrete Highway Bridges and Structures

36/01 The Use and Application of Micro-Simulation Traffic Models

39/01 Post Opening Project Appraisal (POPE)

41/02 European Cement Standards

47/02 Post Tensioned Grouted Duct Concrete Bridges

48/03 Measures to Minimise the Risk of Sulphate Attack (Including Thaumasite) – New Construction and Structures Under Construction

49/03 Use of Warning Signs for New Asphalt Road Surfaces

53/04 Concrete Half-joint Deck Structures

56/04 Maintenance of Traffic Signs with Dew Resistant Coatings

63/05r2 Asbestos Management Applicable to the Strategic Road Network

64/05 Driver Information at Road Works

68/05 Infrastructure Changes to Improve Emergency Access to and Egress from the Trunk Road Network in England

69/05 Designing for Maintenance







70/06* Implementation of New Reinforcement Standards (BS 4449:2005, BS 4482:2005, BS 4483:2005 and BS 8666:2005)

71/06 Marker Posts on Lay-by Segregation Islands

73/06r1 Design of Pavement Foundations

75/06 Code of Practice for Emergency Access To and Egress from the Trunk Road Network in England

83/06 Principal and General Inspection of Sign/Signal Gantries, and Gantries with low handrails or open mesh flooring

84/10/LUT Environmental Information System (EnvIS) Look up tables (Version 20100218)

84/10 Part 4

84/10/Part 3

84/10/Part 2

84/10/Part 1

85/07*

Environmental Information System (EnvIS) Part 4. Data Management

Environmental Information System (EnvIS) Part 3.

Environmental Management Information

Environmental Information System (EnvIS) Part 2. Environmental Inventory

Environmental Information System (EnvIS) Part 1. Introduction

Design of Passively Safe Portal Signal Gantries

86/07* Amendments to Design Requirements for Portal and Cantilever Sign/Signal Gantries

87/07 The Provision of Signal Gantries for Motorways with Four or More Running Lanes

90/07 Guidance For The Use Of Rapid Setting Emergency Repair Materials (Amendment 1)

91/07 Interim Advice on the Identification of “Particularly at Risk” Supports

93/07 Driver location signs - Interim Performance Specification

95/07* Revised Guidance Regarding the use of BS8500 (2006) for the Design and Construction of Structures Using Concrete

96/07r1 Guidance on Implementing Results of Research on Bridge Deck Waterproofing

97/07 Assessment and Upgrading of Existing Vehicle Parapets

98/07 Guidance for HA Service Providers on Implementing the Skid Resistance Policy







99/07 Implementation of Local Grid Referencing System for England

100/07 Cultural Heritage Asset Management Plans

103/08 Advice Regarding the Assessment of Site for Ramp Metering

104/07* The Anchorage of Reinforcement & Fixings in Hardened Concrete

105/08 Implementation of Construction (Design and Management) 2007 and the withdrawal of SD 10 and SD 11

106/08 Guidance Note For Traffic Consultants Working On HA Schemes

107/08 Variable Demand Modelling As Part of a Transport Assessment for the Highways Agency

109/08 Advice regarding the Motorway Signal Mark 4 (MS4)

111/09 Managed Motorway Implementation Guidance – Hard Shoulder Running

112/08 Managed Motorway Implementation Guidance – Through Junction Hard Shoulder Running [PR 100/08]

113/08 Temporary Automatic Speed Camera System for the Enforcement of Mandatory Speed Limits at Roadwords (TASCAR)

114/08 Highways Agency Carbon Calculation and Reporting Requirements

115/08 Guidance For Works On The Hard Shoulder And Road Side Verges On High Speed Dual Carriageways

116/08 Nature Conservation Advice In Relation To Bats

117/08r1 Certification of Combined Kerb and Drainage Products

121/09 Advice regarding implementation of Integrated Traffic Management

122/09 Rapid Condition Assessment Of Hard Shoulder Pavements - Interim Guide To Data And Maintenance Advice

124/11 Use of Eurocodes for the Design of Highway Structures







125/09 Supplementary guidance for users of DMRB Volume 11 ‘Environmental Assessment’

126/09 Environmental Impact Assessment: Reporting of Determination and Publication of Notices

127/09 The use of foamed concrete

128/10 Highways Agency Supply Chain Incident Reporting Requirements (AIRSWeb)

129/10 Travel Demand Management Guidance – High Occupancy Vehicle Gates

130/10 Ecology and Nature Conservation: Criteria for Impact Assessment

131/11 Deflection of Permanent Formwork

132/10 Selection of the appropriate Electricity Supplier for new and upgraded electricity connections (Exit Points) for roadside equipment

133/10 Environmental Assessment and the Planning Act 2008

134/10 Interim Guidance for Highways Agency on Planning Act 2008

135/10 Landscape and visual effects assessment

136/10 Structural safety reporting

137/10 The use of stepped speed limits at roadworks

139/11 Managed Motorways Project Safety Risk Work Instructions

140/11 HAIL Changeover

141/11 Assessment of Implications (of Highways and/or Roads Projects) on European Sites (Including Appropriate Assessment) and the Planning Act 2008

142/11 Temporary Barrier Decision Tool (TBDT)

143/11 Supplementary Advice and requirements for the Provision for Non-Motorised Users and Accessibility during planning, design, construction and handover of Improvement Schemes

153/11 Guidance on the Environmental Impact Assessment of Materials







* Refer to IAN 124/11 Annex C2 for additional guidance and/or requirements to be applied for design in conjunction with Eurocodes.







Appendix C

Drawings

16-227W - 001 - A01 Location Plan 16-227W - 002 - A01 Existing Plan 16-227W - 003 - A01 Plan - Proposed

16-227W - 004 - A01 Proposed Sections and Elevations

4

2

.

8

7

O

/

B

W

O

O

E

N

F

E

N

C

E

H

E

I

G

H

T

0

.

7

0

M

4

2

.

9

4

4

2

.

9

8

4

3

.

0

3

4

3

.

1

4

4

3

.

1

3

43.46

43.46

43.33

O/B W

OO

EN FEN

CE H

EIGH

T 0.70 M

O

/

B

W

O

O

E

N

F

E

N

C

E

H

E

I

G

H

T

1

.

1

0

M

4

3

.

1

3

4

3

.

2

9

4

3

.

3

1

4

3

.

4

1

4

3

.

2

4

4

3

.

5

5

O

/

B

W

O

O

E

N

F

E

N

C

E

H

E

I

G

H

T

1

.

1

0

M

4

3

.

4

9

4

3

.

3

5

4

3

.

4

2

4

3

.

2

1

4

3

.

2

1

4

3

.

1

3

4

3

.

1

8

4

3

.

1

8

O

/

B

W

O

O

E

N

F

E

N

C

E

H

E

I

G

H

T

0

.

7

0

M4

3

.

6

5

4

3

.

5

4

4

3

.

5

2

4

3

.

5

0

4

3

.

4

7

4

3

.

4

2

4

2

.

9

3

4

2

.

9

8

4

3

.

0

1

4

3

.

0

3

4

3

.

0

5

4

3

.

0

8

4

3

.

1

1

4

3

.

1

1

4

3

.

1

3

4

3

.

1

6

4

3

.

2

2

4

3

.

2

4

4

3

.2

8

43.37

4

3

.4

5

4

3

.

4

5

4

3

.

4

5

4

3

.

4

8

4

3

.

4

6

4

3

.

4

6

4

3

.

4

7

4

3

.

5

5

4

3

.

6

5

4

3

.

4

3

4

3

.

2

6

4

3

.

4

7

4

3

.

5

3

4

3

.

4

5

4

3

.

4

0

4

3

.

3

8

4

3

.

4

2

4

3

.

0

9

4

3

.

1

4

4

3

.

1

6

4

3

.

2

5

4

3

.

3

2

4

3

.

2

7

4

3

.

1

8

4

3

.

1

3

5

0

.

4

2

5

0

.

4

2

T

A

R

M

A

C

5

0

.

4

1

5

0

.

4

0

5

0

.

4

1

5

0

.

3

9

5

0

.

4

8

5

0

.

4

4

5

0

.

4

8

5

0

.

4

5

5

0

.

4

3

5

0

.

4

0

G

43.34

G

43.37

4

1

.3

8

4

2

.

5

9

4

2

.

9

1

4

2

.

9

3

4

2

.

5

8

IC

43.10

ICT

43.25

4

3

.

3

1

4

3

.

2

7

43.27

43.20

4

3

.1

3

4

3

.

0

5

4

3

.

0

1

4

2

.

9

7

4

2

.

9

5

4

2

.

9

2

4

2

.

8

9

4

2

.

8

7

4

2

.

8

6

4

2

.

8

5

4

2

.

8

1

4

2

.

7

7

4

2

.

7

6

4

2

.

7

4

4

3

.

3

5

4

3

.

3

2

4

3

.

2

8

4

3

.

2

7

43.26

43.22

4

3

.2

0

4

3

.

1

8

4

3

.

1

4

4

3

.

1

2

4

3

.

0

7

4

3

.

0

6

4

3

.

0

3

4

3

.

0

2

4

2

.

9

8

4

2

.

9

4

4

2

.

9

1

4

2

.

9

0

4

2

.

8

4

4

2

.

7

9

4

2

.

7

3

4

3

.

5

4

4

3

.

4

7

4

3

.

4

1

4

3

.

3

7

4

3

.

4

0

4

3

.

3

5

4

3

.

3

4

4

3

.

3

8

4

3

.

3

8

4

3

.

4

0

4

3

.

4

2

4

3

.

4

8

4

3

.

5

6

4

3

.

4

4

4

3

.

3

8

43.38

43.31

4

3

.2

5

4

3

.

1

7

4

3

.

1

2

4

3

.

0

7

4

2

.

9

6

4

2

.

9

3

4

2

.

8

8

4

2

.

9

8

4

2

.

9

7

4

2

.

8

6

4

2

.

8

2

4

2

.

8

0

4

2

.

8

8

4

2

.

8

6

4

3

.

4

7

4

3

.

4

2

4

3

.

3

9

4

3

.

3

6

43.37

43.34

4

3

.3

0

4

3

.

2

9

4

3

.

2

5

4

3

.

1

3

4

3

.

0

9

4

3

.

1

8

4

3

.

1

5

4

3

.

1

0

4

3

.

1

0

4

3

.

0

6

4

3

.

0

1

4

3

.

0

1

4

2

.

9

5

4

2

.

9

0

4

2

.

8

4

4

3

.

6

7

4

3

.

5

9

4

3

.

5

4

4

3

.

5

0

4

3

.

4

1

4

3

.

3

7

4

3

.

4

4

4

3

.

4

8

4

3

.

4

0

4

3

.

4

2

4

3

.

5

2

4

3

.

5

9

4

3

.

6

7

LP

LP

LP

MH

42.83

50.45

50.43

50.46

50.44

50.41

50.43

43.46

43.54

43.55

43.52

42.59

43.02

42.35

41.41

41.03

43.58

43.48

43.38

43.32

43.28

43.21

43.15

43.03

42.94

42.88

47.87

47.42

47.24

46.70

46.63

46.55

46.71

46.77

S

I

G

N

S

I

G

N

SIGN

SIGN

4

2

.

9

2

4

2

.

8

8

4

2

.5

5

4

2

.3

5

4

2

.4

8

42.48

4

3

.

0

6

4

2

.

8

0

4

2

.

2

2

4

1

.

9

2

4

2

.

0

8

4

2

.

1

4

4

1

.

0

3

4

0

.

9

7

4

0

.

7

2

4

1

.

0

2

4

0

.

9

7

4

2

.

0

5

4

2

.

2

4

4

2

.

9

2

4

3

.

0

3

4

2

.

8

1

4

3

.

2

0

4

2

.7

5

4

3

.8

1

4

3

.

1

2

4

3

.

1

8

4

3

.

1

3

4

3

.3

7

4

3

.3

8

4

3

.3

8

4

3

.

3

4

43.37

43.56

4

3

.

1

8

4

2

.8

4

4

2

.5

8

4

2

.

4

9

4

3

.

0

2

4

2

.

9

1

4

2

.

7

6

4

2

.

3

1

4

3

.

4

2

4

3

.

4

6

4

3

.

1

6

43.13

4

3

.

1

6

4

3

.

1

4

5

0

.

3

0

5

0

.

2

0

5

0

.

2

9

5

0

.

3

4

5

0

.

4

4

5

0

.

3

7

MS1

E=364196.065

N=352298.259

H=43.615

MS2

E=364204.158

N=352278.429

H=43.301

MS3

E=364221.021

N=352250.544

H=43.383

MS4

E=364178.881

N=352260.996

H=50.414

T42.11

T42.09

43.50

4

3

.

5

0

4

3

.

5

1

4

3

.5

6

4

3

.4

6

4

3

.4

1

43.40

4

3

.4

6

4

3

.3

4

4

3

.2

9

4

2

.

7

4

4

3

.2

0

4

3

.

2

7

4

3

.

3

8

4

3

.

3

0

43.29

4

3

.

4

3

4

3

.4

6

4

3

.4

6

42.95

42.96

4

2

.

9

7

42.96

4

2

.9

2

42.90

4

2

.8

4

42.8

1

4

2

.

7

5

42.53

47.23

4

3

.

8

8

4

4

.

4

0

4

4

.

0

6

4

3

.9

0

44.42

4

4

.

8

5

4

5

.

6

0

45.67

4

5

.

8

4

4

5

.

9

1

45.59

4

5

.

9

5

4

5

.

9

2

4

5

.5

4

4

4

.

5

7

4

4

.7

9

4

5

.

3

6

4

4

.

8

6

4

4

.

9

3

46.31

47.27

4

2

.

5

7

4

2

.9

2

4

2

.9

2

4

2

.

5

7

4

2

.

6

1

4

2

.8

9

4

2

.

9

1

4

2

.

6

3

4

1

.

3

9

4

1

.

3

6

4

1

.

3

9

4

1

.3

5

4

1

.3

7

4

1

.

4

1

4

1

.

3

9

4

2

.5

0

4

2

.

7

1

4

2

.

0

2

4

1

.

9

8

4

1

.

3

9

4

1

.

5

5

4

1

.4

9

4

1

.

4

0

WV

WV

WV

GRASS

TARMAC

TARMAC

TARMAC

GRASS

G

R

A

S

S

TARMAC

GRASS

CULVERT Ø920

CROWN 41.66

GRILL

APPROX. LOCATION

1M HEIGHT

VEGETATION

PIPE PVC Ø300

CROWN 41.20

VEGETATION

S

T

R

E

A

M

CULVERT Ø960

CROWN 42.21

CONCRETE WALL

CONCRETE WALL

CULVERT Ø900

IL 41.34GRILL

SHEET PILES

B

B

B

B

B

B

1.20m 10.00m

0.10m 2.50m

0.10m 2.30m

0.12m 2.50m

UTS BRICK WALL

BRICK WALL

PIPE PCV Ø300

CROWN 41.97

TARMAC

SOIL

GRASS

GRASS

VEGETATION

VEGETATION

S

A

L

T

M

E

A

D

O

W

S

E

D

M

U

N

D

W

R

I

G

H

T

W

A

Y

T

A

Y

L

O

R

D

R

I

V

E

1

.

9

5

d

Ø

6

0

0

1

.

9

5

d

Ø

6

0

0

MH1

FOUL

CL43.50

IL 42.20

2

.

3

0

d

Ø

6

0

0

2

.

3

0

d

Ø

6

0

0

MH2

FOUL

CL43.19

IL 41.66

1

.

6

5

d

Ø

2

5

0

UTS DUE TO THICK VEGETATION

S

H

R

O

P

S

H

I

R

E

U

N

I

O

N

C

A

N

A

L

M

A

I

N

L

I

N

E

UTS DUE TO THICK VEGETATION

LOCATION PLAN

P01JOB NUMBER

PROJECT TITLE

DRAWING TITLE

DRAWING NUMBER REVISION

DATE

CLIENT

REV AMENDMENT APP

GENERAL NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTEDOTHERWISE.

2. ALL LEVELS ARE IN METRES ABOVE ORDNANCE DATUM UNLESSNOTED OTHERWISE.

3. ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITEPRIOR TO ANY WORKS BEING PUT IN HAND.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THEEXISTING STRUCTURE AT ALL TIMES DURING THE WORKS.

5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALLOTHER CONTRACT DRAWINGS AND RELEVANT STRUCTURALSPECIFICATIONS.

6. ANY DISCREPANCIES BETWEEN THE INFORMATION GIVEN ARETO BE BROUGHT TO THE ATTENTION OF THE ENGINEER ASSOON AS POSSIBLE.

CHKDRN09.11.16P01 ISSUED FOR INFORMATION TJE

Tel 01928 240 [email protected]

NBDNB

16-227W 001

DRAWN

DNBDATE

NOV '16SCALE

AS SHOWN AT A1CHK

NBAPP

TJE

Cinnabar Court5300 Daresbury ParkDaresburyWarringtonWA4 4GE

TAYLOR DRIVE CULVERT

INFORMATION

PLANSCALE 1:200

LOCATION PLANNTS

42.87

42.94

42.98

43.03

43.14

43.13

43.4643.4643.33

43.1

3

43.2

9

43.3

1

43.41

43.24

43.5

5

43.4

9

43.35

43.4

2

43.2

1

43.2

1

43.13

43.18

43.18

43.54

43.52

43.08

43.11

43.11

43.13

43.16

43.22

43.24

43.2

8

43.3

7

43.4

5

43.4

5

43.5

5

43.43

43.2

6

43.4

7

43.53

43.45

43.40

43.38

43.09

43.14

43.1

6

43.2

5

43.3

2

43.2

7

43.18

43.13

50.4

2

50.4

1

50.4

0

50.4

8

50.4

5

G

43.34

G

43.37

41.38

42.5

9

42.9

1

42.9

3

42.5

8

IC

43.10

ICT

43.25

43.2

7

43.2

043.1

3

43.05

43.01

42.97

42.95

42.92

42.89

42.87

43.2

6

43.2

243.2

043.1

843.14

43.12

43.07

43.06

43.03

43.02

42.98

42.94

42.91

42.9

0

42.84

42.79

43.4

7

43.4

1

43.3743.40

43.35

43.3

4

43.3

8

43.3

8

43.4

0

43.4

2

43.4

8

43.3

8

43.3

143.2

5

43.17

43.12

43.07

42.96

42.93

42.88

43.3

7

43.3

443.3

043.2

943.25

43.13

43.09

43.18

43.15

43.10

43.10

43.06

43.01

43.0

1

42.95

42.90

43.5

9

43.5

4

43.50

43.41

43.37

43.4

4

43.4

8

43.4

0

43.4

2

43.5

2

43.5

9

LP

LP

50.46

50.44

43.46

43.54

42.59

43.02

42.35

41.41

41.03

43.48

43.28

43.21

43.15

43.03

42.94

47.24

46.70

46.63

46.55

46.71

46.77

SIGN

SIGN

42.5

5

42.3

5

42.4

842.48

43.0

6

42.8

0

42.2

2

41.92

42.0

8

42.1

4

41.03 40.97

40.7

2

41.02

40.97

42.0

5

42.2

4

42.9

2

43.0

3

42.8

1

43.20

42.7

5

43.12

43.18

43.1

3

43.3

7

43.3

843.3

8

43.1

8

42.8

4

42.5

8

42.4

9

43.02

42.91

42.76

42.31

43.4

2

43.4

6

43.16

43.1

3

43.16

43.14

50.2

0

50.2

9

50.3

4

50.4

4

N=352298.259

H=43.615

MS2

E=364204.158

N=352278.429

H=43.301

MS3E=364221.021

N=352250.544

H=43.383

MS4

E=364178.881

N=352260.996

H=50.414

T42.11T42.09

43.4

143.4

043.4

6

43.3

4

43.2

9

42.74

43.2

043.2

7

43.38

43.30

43.2

9

42.9

542.9

6

42.97

42.96

42.9242.90

42.8442.81

42.75

42.5

3

43.8

8

44.40

44.0

6

43.9

0

44.4

2

44.8

5

45.6

0

45.6

745.8

4

45.91

45.5

945.9

5

45.92

45.54

44.5

7

44.7

9

42.5

7

42.92

42.92

42.5

7

42.6

1

42.89

42.9

1

42.6

3

41.3

9

41.3

6

41.3

9

41.35

41.37

41.41

41.39

42.50

42.71

42.02

41.98

41.39

41.55

41.49

41.40

WV

WV

WV

CULVERT Ø920CROWN 41.66

PIPE PVC Ø300CROWN 41.20

CULVERT Ø960CROWN 42.21

CULVERT Ø900IL 41.34

B

B

B

B

B

B

PIPE PCV Ø300CROWN 41.97

MH1

FOUL

CL43.50

IL 42.20

MH2

FOUL

CL43.19

IL 41.66

PLAN - EXISTING

P01

JOB NUMBER

PROJECT TITLE

DRAWING TITLE


DATE

CLIENT

REV AMENDMENT APP

SOON AS POSSIBLE.

TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS

ANY DISCREPANCIES BETWEEN THE INFORMATION GIVEN ARE 6.

SPECIFICATIONS.

OTHER CONTRACT DRAWINGS AND RELEVANT STRUCTURAL

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL 5.

EXISTING STRUCTURE AT ALL TIMES DURING THE WORKS.

THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE 4.

PRIOR TO ANY WORKS BEING PUT IN HAND.

ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE 3.

NOTED OTHERWISE.

ALL LEVELS ARE IN METRES ABOVE ORDNANCE DATUM UNLESS 2.

OTHERWISE.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED 1.

GENERAL NOTES:

CHKDRN

09.11.16P01 ISSUED FOR INFORMATION TJE

[email protected]

Tel 01928 240 671

NBDNB

16-227W 002

DRAWN

DNB

DATE

NOV '16

SCALE

AS SHOWN AT A1

CHK

NB

APP

TJE

WA4 4GE

Warrington

Daresbury

5300 Daresbury Park

Cinnabar Court


INFORMATION

PLANSCALE 1:100

50.46

50.44

MH1

FOUL

CL43.50

IL 42.20

MH2

FOUL

CL43.19

IL 41.66

PLAN - PROPOSED

P03

JOB NUMBER

PROJECT TITLE

DRAWING TITLE


DATE

CLIENT

REV AMENDMENT APP

SOON AS POSSIBLE.



SPECIFICATIONS.







NOTED OTHERWISE.


OTHERWISE.


GENERAL NOTES:

CHKDRN


[email protected]

Tel 01928 240 671

NBDNB

16-227W 003

DRAWN

DNB

DATE

NOV '16

SCALE

AS SHOWN AT A1

CHK

NB

APP

TJE

WA4 4GE

Warrington

Daresbury

5300 Daresbury Park

Cinnabar Court


INFORMATION

PLANSCALE 1:100

400mm THICK GROUND SLAB

20000

EXISTING 900 DIA. CULVERT

C

A

A

C

SAFETY FENCE

SAFETY FENCE

SAFETY FENCE

B

B

N2 SAFETY FENCE

N2 STEEL PARAPET

400x400 CONCRETE FOUNDATION

GABION BASKET

HEAD WALL EXTENSION

500x1000

SIGN

GIVE WAY

P02 ISSUED FOR INFORMATION DNB NB TJE 07.12.16

3365

2975

6220

9195

N

BELOW 50mm SAND BLINDING

500mm DEEP COMPACTED FILL

BELOW 50mm SAND BLINDING

500mm DEEP COMPACTED FILL

13698

210

12893

1014

ISSUED FOR INFORMATIONP03 GRB NB TJE 21.12.16

P03

JOB NUMBER

PROJECT TITLE

DRAWING TITLE


DATE

CLIENT

REV AMENDMENT APP

SOON AS POSSIBLE.



SPECIFICATIONS.







NOTED OTHERWISE.


OTHERWISE.


GENERAL NOTES:

CHKDRN


[email protected]

Tel 01928 240 671

NBDNB

16-227W 004

DRAWN

DNB

DATE

NOV '16

SCALE

AS SHOWN AT A1

CHK

NB

APP

TJE

WA4 4GE

Warrington

Daresbury

5300 Daresbury Park

Cinnabar Court


INFORMATION

SCALE 1:50

SECTION C-C

SCALE 1:50

SECTION A-A

400 G

RO

UN

D S

LA

B

EXISTING GROUND LEVEL


SECTIONS & ELEVATIONS

STEEL PARAPET

1000 HIGH N2

SCALE 1:50

SECTION B-B


270

500

07.12.16P02 ISSUED FOR INFORMATION TJENBDNB

160 VOID FORMER

FORMER

160mm VOID

20000

FORMER

160mm VOID

GABION BASKET

PROPOSED

STEEL PARAPET

1000 HIGH N2

9195

2482900

1000

1000

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

621

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

900

810

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

20000

609312758 1149

RC S

LA

B400 T

HIC

K

543

900

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

SAND BLINDING

BELOW 50mm THICK

COMPACTED FILL

500mm DEEP

50

500

50

50

500

50

500

P03 ISSUED FOR INFORMATION GRB NB TJE 21.12.16

500