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16-227W - Taylor Drive - Ground Slab Over Existing Culvert November 2016( of 18)

APPROVAL IN PRINCIPLE

Title of Scheme: Taylor Drive - Ground Slab Over Existing CulvertLocation: Taylor Drive Culvert

O.S grid ref: SJ642522 Structure No. TBC

CROUCH WATERFALL AIP 16-227W.01 (1)

Ground SlabOver the Existing Culvert

Cheshire EastApproval in Principle (Eurocodes)

November 2016

NoticeThis report was produced by Crouch Waterfall on behalf of Harry Fairclough Construction for Cheshire EastCouncil 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 theirexpress permission. In any event, neither Harry Fairclough Construction or Crouch Waterfall accept anyliability for any costs, liabilities or losses arising as a result of the use of or reliance upon the contents ofthis 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

Document: Approval in Principle 16-227W.01 (1)






ContentsSection Page1. 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

AppendicesAppendix A - List of the relevant documents from the Technical Approval ScheduleAppendix B - Additional Relevant StandardsAppendix C Drawings







1. HIGHWAY DETAILS1.1 Type of highway

Footway/cycleway to trafficked highway

1.2 Permitted traffic speed

Over Structure: Not applicable (footway/cycleway) to 30 mph trafficUnder: Not applicable (Pipe Culvert)

1.3 Existing restrictions

Existing path footway/cycleway only.Brook location/position.Existing pipe culvert to be retained, constructing a ground slab above. Consideration will betaken of the eastern headwall and training walls to retained. The work will be carried out byretaining 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 DETAILS2.1 Obstacles crossed

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






3. PROPOSED STRUCTURE3.1 Description of structure and working life

Existing StructureThe existing pipe culvert is 920mm diameter at east side and 900mm diameter at the west sideof the footway/cycleway is sitting underneath the road at a skew of approximately 60˚. Theexisting footway/cycleway is connecting Taylor Drive and Edmund Wright Way. The footway isType 1, 3m wide with two bollards were built in accordance with specification SD 11/09 and SD12/02. A 1m high and three rail timber fence at both sides of the footway/cycleway. Importedfill materials were provided on the top of the existing ground profile with 150 mm thick top soilon the both sides of the embankment of the footway/cycleway.

Proposed StructureIt is proposed to convert the existing footway/cycleway to a trafficked highway. It is unknown ifthe existing culvert has the capacity to take the increase in loading and the details of the culvertare unknown. To remove the requirement for an assessment on the culvert a new reinforcedconcrete ground 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 iscomprises a 2.5m footway on one side and a two lane highway with 1.5m high brick facedparapets. The 18m long concrete slab spanning over the existing pipe culvert is supported onground beams at each end. The pipe culvert headwall will be extended at the east side byextending one side the existing headwall. An extension of road work will be done adjoining toTaylor Drive and Edmund Wright Way. Approach and departure barriers shall also beincorporated into the scheme.

DrainageThe standard kerb drainage will be provided at the east side of the slab.An indicative design for the drainage is included within the AIP drawings, and Appendix C. Thefinal 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 adjoiningfootpath/cycleway. The standard highway brick faced precast parapet for residential area shallinstalled in accordance with TD 19-06.

3.3 Foundation type

Ground beams either end of slab, on compacted granular fill.






3.4 Span arrangements

A single, simply supported square span of 18m between end ground beams.

3.5 Articulation arrangements

Not applicable. The ground slab over spanning the existing culvert is to be supported on twoground beams, cast in-situ.

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 1.5 m high with brick faced precast concrete inaccordance of TD 19-06 – minimum N1 parapets.Additional to restraint requirements, the standard safety barrier shall be designed for protection ofthe traffic and pedestrians in accordance with TD19-85.Steel approach and departure barriers shall connect into the parapets.

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 toTaylor Drive or Edmund Wright Way, potentially by a temporary footbridge over the brook. Theworks may also necessitate partial closure of the carriageways during the works.






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

Access of the maintenance of the pipe culvert, ground slab or parapet may will be through theeast 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 largelyunchanged.

3.9 Environmental and Sustainability issues considered.

The proposed form of superstructure construction allows for prefabrication off-site and simpleground works for the remaining construction. Minor works to extend a headwall side retainingwall 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.

3.10 Duralibity. Materials and Finishes

Proposed material properties:

Concrete: In-situ concrete grade C32/40 to BS 8500. Exposure Class XD1 to EN1992-1-1 Table 4.1Precast – TBC by manufacturer, minimum to in-situ specification.Reinforcement: Grade B500B reinforcement to BS 4449.

Surfacing/Waterproofing: Proprietary, resin based, combined waterproofing & anti-skid wearingcourse surfacing system (grey finish).Minimum 60mm binder course and a 40mm Asphalt Concrete surface course will be providedover the slab with minimum 1 in 70 cross falls. The tie-in details with the existing road will beachieved by cutting back the existing asphalt road surfacing and tapering in the new roadsurface.






3.11 Risks and hazards considered for design, execution, maintenance and demolition. Consultationwith and / or agreement from CDM Co-ordinator

Construction risks will be identified and managed in accordance with the Contractor’s Health andSafety 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 precast brick faced 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 operationM3: 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 andgain acceptance to proceed prior to the undertaking of any works that may affect the road.

3.12 Estimated cost of proposed structure

The proposed structure has been selected as the preferred option because it is deemed to bethe most cost effective solution with the shortest construction period, with minimumrequirement for road closure. It is also a relatively light weight structure, keeping foundationloads 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 materialsbefore the construction.

The precast units shall be placed on site and connected prior to the in-situ construction.

3.13.2 Traffic management

Temporary lane closure may be required earlier to accommodate delivery and storage ofmaterials or precast elements on site, prior to lifting.






3.13.3 Service diversions

Diversions not applicable to Part A. There is no requirement to carry services across the newdeck span, but a power supply will need to be available for the lighting requirements (see 3.1).

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 beextended. Precast L-units tied into existing.






4. DESIGN CRITERIA4.1 Actions

4.1.1 Permanent actions

Material densities and load factors will be as listed in BS EN 1990 and BS EN1991 and associated UKNational 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 BSEN 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 thermalactions 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 fulldeck area.

4.1.7 Persistent actions relating to Special Order Traffic, provision for exceptional abnormalindivisible 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 NA2.38.






4.1.9 Actions during execution

Actions on the superstructure while being lifted into position to be in accordance with 4.2 of BSEN 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 andmaximum 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.






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.






5. STRUCTURAL ANALYSIS5.1 Methods of analysis proposed for superstructure, substructure and foundations

The superstructure shall be analysed using a Robot Finite Element software with 3D model andthe 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 3D finite element plate model. All joints may be considered asfully continuous, or as a pinned if connections comply with the relevant Eurocode requirements.

5.3 Assumptions intended for calculation of structural element stiffness

For concrete ground 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.






6. GEOTECHNICAL CONDITIONS6.1 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 thesources 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 bearingcapacity of the existing soil. Date TBC.






7. CHECKING7.1 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.






8. DRAWINGS AND DOCUMENTS8.1 List of drawings (including numbers) and documents accompanying the submission

Appendix DocumentsAppendix A List of the relevant documents from the TAS

Appendix B Additional Relevant Standards

Appendix C Outline General Arrangement of Structure16-227W - 001 - A01 Location Plan16-227W - 002 - A01 Existing Plan16-227W - 003 - A01 Plan - Proposed16-227W - 004 - A01 Proposed Sections and Elevations






9. DESIGNER/ PRINCIPLE CONTRACTOR SUBMISSION SIGNATURES9.1 DESIGNER SUBMISSION

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

Signed Name: Tim Elton Date: 09/11/2016

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 onbehalf of the organisation responsible for the Design






9.2 PRINCIPAL CONTRACTOR

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

Signed Name Date

Position Engineering Qualification






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

16-227W - Taylor Drive - Ground Slab Over Existing Culvert November 2016

APPROVAL IN PRINCIPLETitle of Scheme : Ground Slab Over Spanning the Existing CulvertLocation : Taylor Drive CulvertO.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 NationalStandards (Eurocodes)

British Standards (non-conflicting with Eurocodes)

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

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

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

BS 7818:1995 Specification for pedestrian restraint systems inmetal

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

BS 8500-1; 2006 Concrete – Complementary British Standard to BSEN 206-1Part 1: Method of specifying and guidance for thespecifier

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

BS EN 1317-2; 1998 Road Restraint Systems -Part 2 – Performance classes, impact test acceptancecriteria 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 structuraldesign

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

NA to BS EN 1991-1-1: 2002 UK National Annex to Eurocode 1 – Actions onstructures – 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 onstructures – 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 onstructures – 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 onstructures – Part 1-5: General actions – ThermalActions

BS EN 1991-1-6: 2005 Eurocode 1 – Actions on structures – Part 1-6:General actions – Actions during execution

NA to BS EN 1991-1-6: 2005 UK National Annex to Eurocode 1 – Actions onstructures – Part 1-6: General actions – Actionsduring execution

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

NA to BS EN 1991-1-7: 2006 UK National Annex to Eurocode 1 – Actions onstructures – Part 1-7: General actions – Accidental




actions

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

NA to BS EN 1991-2: 2003 UK National Annex to Eurocode 1 – Actions onstructures – 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 ofconcrete structures – Part 1-1: General rules andrules for buildings

Eurocode 2 – Concrete Bridge Design and detailingrules

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 steelstructures – Part 1-1: General rules and rules forbuildings

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 steelstructures – Part 1-3: General rules – Supplementaryrules 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 steelstructures – 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 steelstructures – Part 1-7: Plated structures subject toout 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 steelstructures – 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 steelstructures – Part 1-9: Fatigue strength

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

NA to BS EN 1993-1-10: 2005 UK National Annex to Eurocode 3 – Design of steelstructures – Part 1-10: Material toughness andthrough-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 steelstructures – Part 1-11: Design of structures withtension 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 steelstructures – Part 1-12: Additional rules for theextension 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 steelstructures – 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 steelstructures – Part 5: Piling

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

NA to BS EN 1994-2: 2005 UK National Annex to Eurocode 4 – Design ofcomposite 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 timberstructures – Part 1-1: General – Common rules andrules for buildings

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

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

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




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

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

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

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

BS EN 1999-1-1; 2007 Eurocode 9 – Design of aluminium structures – Part1-1: General – common rules

NA to BS EN 1999-1-1: 2007 UK National Annex to Eurocode 9 – Design ofaluminium structures – Part 1-1: General – commonrules

BS EN 1999-1-3: 2007 Eurocode 9 – Design of aluminium structures – Part1-3: Additional rules for structures susceptible tofatigue

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

BS EN 1999-1-4: 2007 Eurocode 9 – Design of aluminium structures – Part1-4: Cold-formed structural sheeting

NA to BS EN 1999-1-4: 2007 UK National Annex to Eurocode 9 – Design ofaluminium structures – Part 1-4: Cold-formedstructural sheeting




BSI Published Documents

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

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

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

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

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

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

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

PD 6695-2 2008 Recommendations for the design of bridges to BSEN 1993

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

PD 6694-1 2011 Recommendations for the design of structuressubject to traffic loading to BS EN 1997-1:2004

PD 6698 2009 Recommendations for the design of structures forearthquake resistance to BS EN 1998

PD 6703 2009 Structural bearings – Guidance on the use ofstructural bearings

PD 6705-2 2010 Recommendations on the execution of steel bridgesto BS EN 1090-2




Execution Standards

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

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

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

BS EN 13670: 2009 Execution of concrete structures

Miscellaneous

Circular Roads No 61/72 - Routes for heavy and highabnormal loads (refer to the websitehttp://www.esdal.com)

Traffic Management Act 2004

Construction (Design and Management) Regulations2007

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 HighwayWorks 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 andBridges (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 HighwayStructures

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

BA 34/90 Technical Requirements for the Assessment and Strengthening Programme forHighway 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 CarryingOut 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 BuriedStructures

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 andup to 8.0 metres

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

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 forHighway 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 HighwayStructures

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

BD 43/03* The Impregnation of Reinforced & Pre-stressed Concrete Highway Structures usingHydrophobic 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 forHighway 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 forHighway 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 inconjunction with Eurocodes.

16-227W - Taylor Drive - Ground Slab Over Existing Culvert

APPROVAL IN PRINCIPLETitle of Scheme : Bridge Road WideningLocation : Taylor Drive CulvertO.S grid ref : SX 938891 Structure No. TBC


Appendix B- Additional Relevant Standards




British Standards (non-conflicting with Eurocodes)

BS EN 133692004+A1

Common rules for precast concrete products

BS EN 148442006+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) – NewConstruction 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 TrunkRoad Network in England

69/05 Designing for Maintenance




70/06* Implementation of New Reinforcement Standards (BS 4449:2005, BS 4482:2005, BS4483:2005 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 Networkin England

83/06 Principal and General Inspection of Sign/Signal Gantries, and Gantries with lowhandrails 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 andConstruction 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 thewithdrawal 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 HighwaysAgency

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 ShoulderRunning [PR 100/08]

113/08 Temporary Automatic Speed Camera System for the Enforcement of MandatorySpeed 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 SpeedDual 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 DataAnd 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 ofNotices

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 electricityconnections (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 Usersand Accessibility during planning, design, construction and handover ofImprovement 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 inconjunction with Eurocodes.




Appendix CDrawings

16-227W - 001 - A01 Location Plan16-227W - 002 - A01 Existing Plan16-227W - 003 - A01 Plan - Proposed16-227W - 004 - A01 Proposed Sections and Elevations

4

2

.

8

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4

3

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43.21

43.15

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42.94

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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

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CULVERT Ø920

CROWN 41.66

GRILL

APPROX. LOCATION

1M HEIGHT

VEGETATION

PIPE PVC Ø300

CROWN 41.20

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S

T

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A

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CROWN 42.21

CONCRETE WALL

CONCRETE WALL

CULVERT Ø900

IL 41.34GRILL

SHEET PILES

B

B

B

B

B

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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

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VEGETATION

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UTS DUE TO THICK VEGETATION

S

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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

P01

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

HEAD WALL EXTENSION

500x500 GROUND BEAM

PRECAST CONCRETE PARAPET400mm THICK GROUND SLAB

18000

8897.97

2

8897.97

26071.66

2

2826.31

EXISTING 900 DIA. CULVERT

B

A

A

B

SAFETY FENCE

SAFETY FENCE

SAFETY FENCE

SAFETY FENCE

P01

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 B-B

SCALE 1:50

SECTION A-A

8894.139

1500

1500

100

2481.256

350

400 G

RO

UN

D S

LA

BEXISTING GROUND LEVEL

EXISTING GROUND LEVEL500x500mm GROUND BEAM

400 T

HIC

K G

RO

UN

D S

LA

B

100

18000

SECTIONS & ELEVATIONS

BRICK FACE PARAPET

PRECAST CONCRETE

BRICK FACE PARAPET

PRECAST CONCRETE

M16 @ 150mm CENTRES, TOP & BOTTOM650

650