a9 dualling: luncarty to pass of birnam volume ......a9 dualling: luncarty to pass of birnam volume...

A9 DUALLING: LUNCARTY TO PASS OF BIRNAM

VOLUME 3 OF 5

EMPLOYER’S REQUIREMENTS

PART 3 – APPENDICES TO THE EMPLOYER’S REQUIREMENTS

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CONTRACT NUMBER TS/MTRIPS/WKS/2017/01

CONTRACT DOCUMENT

VOLUME 3 OF 5



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A9 Dualling: Luncarty to Pass of Birnam Volume 3 - Employer’s RequirementsPart 3 – Appendices to the Employer’s Requirements

Contract Document i 21 September 2018

TRANSPORT SCOTLAND


TS/MTRIPS/WKS/2017/01

CONTRACT DOCUMENT

VOLUME 3 OF 5



DOCUMENT ISSUE RECORD

I hereby confirm that this is the current version of the Employer’s Requirements andsupersedes all previous issues of such document by the Employer.

Signed

Name (Block capitals)

Date

Contractor

Copy of signed page shall be sent to, Transport Scotland, [REDACTED]


Contract Document ii 21 September 2018

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Contract Document iii 21 September 2018

1. APPENDICES TO THE EMPLOYER’S REQUIREMENTS

APPENDIX DESCRIPTION

A Requirements for Road(s)

B Requirements for Principal Structure(s)

C Certificates

D Departures from Standards Proformas

E Undertakers Notices

F Local Council Design Standards and Guidelines

G Not Used

H Not Used

I Consultation Matrix

J Reinforced Soil Dimensional Tolerances and Deformation Limits

K Stage 1 Safety Audit Report

L Walking, Cycling and Horse-Riding Review

M Amendments to Design Manual for Roads And Bridges

N As Constructed Requirements

O Not Used

P Structures Design Statement

Q Environmental Assessment Documents

R Details of Additional Land Required by the Contractor for the Works

S Statutory Orders and Schemes Schedules

T Defect Reporting

U Traffic Volumes

V Properties And Structures Requiring Condition Surveys

W Procedure for Structures Assessment

X Not Used

Y Not Used

Z Not Used

AA Outline Employer’s Communications Protocols

BB Application for Approval to Proceed TS2010 Surface Course Stage 3 Trial


Contract Document iv 21 September 2018

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Contract Document Appendix A - Page 1 21 September 2018

APPENDIX A

THIS IS APPENDIX A TO THE EMPLOYER’S REQUIREMENTS

REQUIREMENTS FOR ROAD(S)



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Table 1 - Requirements for Roads

Road NameRoad

LocatedbetweenPoints(refer toNote 1)

CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth

(metres)(refer toNote 2)

Hardshoulder/Hardstrip

Width(metres)

Minimum VergeWidth (metres)(refer to Note 3)

KerbRequired(refer toNote 6)

MinimumCentral

Reserve/StripWidth (metres)(refer to Note 4)

NMU FacilityRequired/

Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

Trunk Roads

A9 Trunk RoadNorthbound R01 to R04 7A D2AP (TD9) 7.3 1.0 1.0 2.5 N/A No 2.5 N/A 120

A9 Trunk RoadSouthbound R02 to R01 7A D2AP (TD9) 7.3 1.0 1.0 2.5 N/A No 2.5 N/A 120

A9 Trunk RoadSouthbound R03 to R02 7A D2AP (TD9) 7.3 1.0 1.0 5.0 N/A No 2.5 3.0m (N/S) 120

A9 Trunk RoadSouthbound R06 to R03 7A D2AP (TD9) 7.3 1.0 1.0 2.5 N/A No 2.5 N/A 120

A9 Trunk RoadNorthbound R04 to R05 7A D2AP (TD9) 7.3 1.0 1.0 5.0 N/A No 2.5 3.0m (N/S) 120

A9 Trunk RoadNorthbound R05 to R06 7A D2AP (TD9) 7.3 1.0 1.0 2.5 N/A No 2.5 N/A 120



Road NameRoad


CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth



Width(metres)



MinimumCentral



Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

New Slip Roads (Trunk Road Network)

Tullybelton / StanleyNorthbound Link Road

DivergeR07 to R08 N/A DG1C (TD22) 3.7 1.0 /3.3 0.7 2.0 N/A No N/A No 70

Tullybelton / StanleyNorthbound Link Road

MergeR08 to R09 N/A MG1C (TD22) 3.7 1.0 /3.3 0.7 4.5 - 5.5 N/A No N/A 3.0m (N/S) 70

Tullybelton / StanleySouthbound Link Road

DivergeR10 to R11 N/A DG1C (TD22) 3.7 1.0 /3.3 0.7 2.0 N/A No N/A No 70

Tullybelton / StanleySouthbound Link Road

MergeR11 to R12 N/A MG1C (TD22) 3.7 1.0 /3.3 0/7 2.0 N/A No N/A No 70

Bankfoot NorthboundLink Road Diverge R13 to R14 N/A DG1C (TD22) 3.7

1.0 /3.3 0.7 2.0 N/A No N/A No 70

Bankfoot NorthboundLink Road Merge R14 to R15 N/A MG1C (TD22) 3.7

1.0 /3.3 0.7 2.0 N/A No N/A No 70



Road NameRoad


CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth



Width(metres)



MinimumCentral



Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

Bankfoot SouthboundLink Road Diverge R16 to R17 N/A DG1C (TD22) 3.7

1.0 /3.3 0.7 2.0 N/A No N/A No 70

Bankfoot SouthboundLink Road Merge R17 to R18 N/A MG1C (TD22) 3.7

1.0 /3.3 0.7 2.0 N/A No N/A No 70

New Junction Loops (Trunk Road Network)

Bankfoot NorthJunction Loop R17 to R19 3B WS2 12.9 1.0 3.3 2.5 N/A No N/A No 70

Bankfoot NorthJunction Loop R19 to R20 2 S2 7.3 1.0 1.0 5.0 3.5 No N/A 3.0m (N/S) 70

Bankfoot NorthJunction Loop R20 to R21 2 S2 7.3 N/A 1.0 N/A 2.5 No N/A No 70

Bankfoot NorthJunction Loop R21 to R22 2 S2 7.3 N/A N/A 5.0 2.5 No N/A 3.0m (N/S) 60



Road NameRoad


CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth



Width(metres)



MinimumCentral



Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

Bankfoot NorthJunction Loop R22 to R23 2 S2 6.6 N/A N/A 5.0 2.5 No N/A

2.5m (O/S),3.0m (N/S) 60

Bankfoot NorthJunction Loop R23 to R24 2 S2 6.6 N/A N/A 1.0 2.5 No N/A 2.5m (O/S) 60

Bankfoot NorthJunction Loop R24 to R25 2 S2 A/E N/A N/A A/E A/E No N/A A/E 60

Side Roads (refer to Note 11)

Pitlandie Overbridge L01 to L02 N/A

SCOTS'National RoadsDevelopment

Guide

5.5 N/A N/A 1.0 1.0 N/A N/A No(Referto note9 & 11)

Pitlandie Overbridge L02 to L03 N/A


Guide

5.5 N/A N/A 1.0 1.0 N/A N/A No(Referto note

11)

Luncarty Link Road L04 to L05 N/A


Guide

6.0 N/A N/A 2.5 2.5 No N/A No 100



Road NameRoad


CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth



Width(metres)



MinimumCentral



Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

Luncarty Link Road L05 to L06 N/A


Guide

6.0 N/A N/A 5.0 2.5 No N/A 3.0m (N/S) 85

Tullybelton / StanleyOverbridge L07 to L08 N/A


Guide

6.0 N/A N/A 2.5 2.5 No N/A No 85



Guide

6.0 N/A N/A 2.5 2.5 No N/A No 85



Guide

6.0 N/A N/A 2.5 6.0 Yes N/A 3.0m (O/S) 85



Guide

6.0 N/A N/A 2.5 2.5 No N/A No 85



Road NameRoad


CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth



Width(metres)



MinimumCentral



Width (metres)

See Table 3

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side



Guide

6.0 N/A N/A 5.0 2.5 No N/A 3.0m (N/S) 85

C408 L12 to L13 N/A


Guide

6.0 N/A N/A 2.5 5.0 No N/A 3.0m (O/S) 60

B867 L14 to L15 N/A


Guide

7.3 1.0 1.0 2.5 2.5 No N/A No 70

B9099

(refer to Note 12)L16 to L17 N/A


Guide

7.0 N/A N/A A/E A/E Yes N/A A/E 70

C408



Guide

4.5 N/A N/A 1.0 1.0 No N/A No 70

U116



Guide

3.5 N/A N/A 0.75 0.75 No N/A No 70



NOTES TO TABLE 1

1. Reference Points are as identified on Drawing Numbers B1557602/CD/REF/001 to B1557602/CD/REF/007, as listed in Appendix 0/4 of theSpecification.

2. Allowance shall be made for widening on curves for vehicle swept paths, or to accommodate junction requirements.

3. Verge widths do not include hardstrips or hardshoulders. Additional verge width may be required to accommodate road restraint systemsinstallation, footways, cycleways, visibility splays and otherwise. Verge widths include NMU facilities where required.

4. Central Reserve/Strip widths do not include hardstrips.

5. “N/A” means ‘not applicable’. “A/E” means ‘as existing’.

6. Where ‘No’ has been specified, kerbs are still required at Junctions (up to corner radii tangent points), and at other locations in accordancewith the DMRB and as required for NMU facilities at carriageway edges and for drainage purposes.

7. For cross-sections at Structures refer to Appendix B.

8. For details of verge arrangement on Accommodation Access Tracks refer to Appendix 1/15 of the Specification.

9. Road may be narrowed to a minimum carriageway width of 4.1m under the overbridge.

10. “N/S” means nearside of carriageway. “O/S” means offside of carriageway. On roads where there is to be two-way traffic N/S relates to thedirection of travel which corresponds with the increasing reference numbers (i.e. R19 – R20).

11. Road designed in accordance with SCOTS National Roads Development Guide as a Shared Surface Road.

12. Existing side road to be improved. Resurfacing works associated with new access tie-in to existing side road.



Table 2 - Requirements for Turning Areas

Road NameRoad

LocatedbetweenPoints

CategoryTD9

Table 4of theDMRB

Type of RoadTD9

TD27of theDMRB

MinCarriagewayWidth

(metres)


Width(metres)

Minimum VergeWidth (metres)

KerbRequired

MinimumCentral

Reserve/StripWidth (metres)

NMU FacilitiesRequired/

Width (metres)

DesignSpeed

(kph)

Near-side

Off-side

Near-side

Off-side

Turning Areas (refer to Note 2)

Turning Area offPitlandie Overbridge at

Cramflat FarmT01 N/A


Guide

5.0 N/A N/A 1.0 1.0 No N/A N/A N/A

Turning Area offaccess track at Ordie

ViewT02 N/A


Guide

5.0 N/A N/A 1.0 1.0 No N/A N/A N/A

Turning Area offWestwood Access

Track at Tullybelton /Stanley Junction

T03 N/A


Guide

5.0 N/A N/A 1.0 1.0 No N/A N/A N/A

Turning Area offWestwood AccessTrack at Westwood

Property

T04 N/A


Guide

5.0 N/A N/A 1.0 1.0 No N/A N/A N/A

Turning area offaccess track at East

MainsT05 N/A


Guide

5.0 N/A N/A 1.0 1.0 No N/A N/A N/A



NOTES TO TABLE 2

1. Reference point locations identified on drawing numbers B1557602/CD/REF/001 to B1557602/CD/REF/007, as listed in Appendix 0/4 of theSpecification.

2. Road designed in accordance with SCOTS National Roads Development Guide (August 2015) as a Shared Surface Road.



Table 3 - Requirements for Non-Motorised User Facilities

ReferencePoint(s).(refer to Note 1)

Approximate Location & Details Width(metres)

Non-Motorised UsersProvision

CrossingProvision/Termination Details

N01 – N02 NMUs to use new unsegregated NMU trackfrom Mainline Ch. 1100 at Ordie View for alength of 110m approximately to Mainline Ch.1210.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 0.5 metreverge on either side.

No crossing provisions. Tie in toexisting access track at N01with suitable provision to preventaccess by vehicles and facilitateaccess by NMUs. Tie in to newNMU route on Mainline at N02.

N02 – N03 NMUs to use new unsegregated NMU trackfrom Mainline Ch. 1210 for a length of 810mapproximately to Mainline Ch. 2020.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 2 metregrassed dividing strip fromthe edge of the roadcarriageway and minimum0.5 metre verge.

No crossing provisions. Tie in tonew NMU routes on Mainline atN02 and N03.

N03 – N04 NMUs to use new unsegregated NMU trackfrom Mainline Ch. 2020 for a length of 107mapproximately to Luncarty Link Road Ch. 196.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 0.5 metreverge on either side.

No crossing provisions. Tie in tonew NMU routes on Mainline atN03 and Luncarty Link Road atN04.



N04 – N05 NMUs to use new unsegregated NMU trackfrom Luncary Link Road Ch. 196 for a lengthof 805m approximately to the crossing pointat the northern extent of Luncarty Link Road.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 1 metredividing strip from the edge ofthe road carriageway andminimum 1 metre verge (witha minimum 0.4 metre vergeat crossing point).

Tie in to new NMU route onLuncarty Link Road at N04.Dropped kerb as required atN05 to assist with at-gradecrossing of Luncarty Link Roadto tie in with connecting NMUroute at N06.

N05 – N06 NMUs to use new unsegregated NMU trackfrom crossing point on Luncarty Link Road fora length of 230m approximately to thejunction of the Tullybelton / StanleyOverbridge and the Tullybelton / StanleyNorthbound Link Road.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 1 metredividing strip from the edge ofthe road carriageway andminimum 2 metre verge (witha minimum 0.4 metre vergeat crossing point).

Dropped kerb and pedestrianbarriers as required at N06 toassist with at-grade crossing ofLuncarty Link Road to tie in withconnecting NMU route at N09.Dropped kerb as required atN06 to assist with at-gradecrossing of Tullybelton/ StanleyOverbridge to tie in withconnecting NMU route at N07.

N07 – N08 NMUs to use the new unsegregated NMUtrack from the junction of the Tullybelton /Stanley Overbridge and the Tullybelton /Stanley Northbound Link Road for a length of656m approximately to the East MainsAccess Track.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 1 metregrassed dividing strip fromthe edge of the roadcarriageway (minimum 2metre grassed strip adjacentto the mainline) and minimum0.5 metre verge.

Dropped kerb as required atN07 to assist with at-gradecrossing of Tullybelton/ StanleyOverbridge to tie in withconnecting NMU route at N06.Tie in to existing East MainsAccess Track at N08 withsuitable provision to preventaccess by vehicles and facilitateaccess by NMUs.



N09 – N10 NMUs to use the new unsegregated NMUtrack from the junction of the Tullybelton /Stanley Overbridge and Luncarty Link Roadfor a length of 95m approximately to thecrossing point for the NMU access to the newWestwood Access Track.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 1 metre paveddividing strip from the edge ofthe road carriageway andminimum 2 metre verge (witha minimum 1 metre verge atLuncarty Link Road crossingpoint).

Dropped kerb as required atN09 to assist with at-gradecrossing of Luncarty Link Roadto tie in with connecting NMUroute at N05. Dropped kerb andpedestrian barriers as requiredat N10 to assist with at-gradecrossing of Tullybelton/ StanleyOverbridge to tie in withconnecting NMU route at N11.

N11 – N12 NMU access to the new Westwood AccessTrack from Tullybelton / Stanley Overbridgefor a length of 111m approximately.

3.0 N/A Dropped kerb as required atN11 to assist with at-gradecrossing of Tullybelton/ StanleyOverbridge to tie in withconnecting NMU route at N07.Tie in to existing WestwoodAccess Track at N12 withsuitable provision to preventaccess by vehicles and facilitateaccess by NMUs.

N13 – N14 NMU access from the existing U38, atNewmill Cottages, to the east of Tullybelton/Stanley Overbridge and to the tie in to theexisting carriageway at the Five Mile Woodentrance for a length of 282m approximately.

3.0 3 metre wide unsegregatedtrack for shared use of NMUswith minimum 1 metre paveddividing strip from the edge ofthe road carriageway andminimum 1 metre verge.

No crossing provisions. Tie in toexisting access track at N13with suitable provision to preventaccess by vehicles and facilitateaccess by NMUs. Tie in to FiveMile Wood Access at N14 withsuitable provision to preventaccess by vehicles and facilitateaccess by NMUs.



N15 – N16 NMUs to use new unsegregated NMU trackeast of extended section of Hunters LodgeUnderbridge for a length of approximately40m.


Dropped kerb as required atN15 to assist with at-gradecrossing of Bankfoot Link roadto tie in with existing facilities atN21. Dropped kerb andpedestrian barriers as requiredat N16 to assist with at-gradecrossing to tie in with connectingNMU route at N17.

N17 – N18

(N23)

NMUs to use the new unsegregated NMUtrack from Ardonachie Access Track onBankfoot Link Road to the end of the schemeon the C408 for a length of 377mapproximately.


Dropped kerb as required atN17 to assist with at-gradecrossing to tie in with connectingNMU route at N16. Droppedkerb as required at N23 to assistwith at-grade crossing ofBankfoot Link Road to tie in with“jug handle” at N20. Tie in toexisting unclassified road at N18with suitable provision to preventaccess by vehicles and facilitateaccess by NMUs.



N19 – N20 NMU (cyclists) to use “jug handle” forapproximately 23m at Bankfoot Link Road.

3.0 3 metre wide unsegregatedtrack for NMU (cyclists) withminimum 0.5 metre vergeand paved island between“jug handle” and carriageway.

Tie in to Bankfoot Link Road atN19 with suitable provision toprevent access by vehicles andfacilitate access by NMUs.Dropped kerb as required atN23 to assist with at-gradecrossing of Bankfoot Link Roadto tie in with connecting NMUroute at N20.

N21 – N22 NMUs to use new footway at extendedsection of Hunters Lodge Underbridge for alength of approximately 34m to tie in withexisting facilities.

1.5 1.5 metre wide footway forpedestrians with minimum 1metre paved dividing stripfrom the edge of the roadcarriageway.

Dropped kerb as required atN21 to assist with at-gradecrossing of Bankfoot Link Road.Tie in to existing footpath atN22.

NOTES TO TABLE 3:

1. Reference point locations identified on drawing numbers B1557602/CD/REF/001 to B1557602/CD/REF/007, as listed in Appendix 0/4 of theSpecification.

2. For cross-sections at Structures refer to Appendix B.

3. Surfacing requirements for NMU facilities shall be designed in accordance with Section 4.2.8 of Part 1 and Section 4.2.8 of Part 2 of theseEmployers Requirements.



Table 4 - Requirement for Accesses

ReferencePoint(s).(refer toNote 1)

Name and/or ApproximateLocation

MinimumWidth

(metres)

Surfaced /Unsurfaced

Minimumverge

Widths(metres)

FurtherDetails

A01 – A02 Northleys Farm Access Track offPitlandie Overbridge, for a lengthof 115m approximately, to tie inwith existing track.

5.5 Unsurfaced 1.0

A03 – A04 SuDS detention basinmaintenance access off PitlandieOverbridge, for a length of 69mapproximately, to tie in withBasin 1.

3.5 Unsurfaced 0.5 Refer toNote 6

A05 – A06 Northleys Farm Access Track offaccess track for Basin 1 for alength of 33m approximately.

3.5 Unsurfaced 0.5

A07 – A08 Access track off PitlandieOverbridge, for a length of 42mapproximately, to tie in withexisting track at Minordie.

5.5 Surfaced 1.0

A08 – A09 Access track at Ordie View to beresurfaced between upgradedsections of track for a length of104m approximately.

A/E Surfaced A/E Refer toNote 10

A09 – A10 Access track off existingresurfaced track at Ordie View,for a length of 41mapproximately, to tie in withexisting track.

5.0 Surfaced 1.0

A10 – A11 Access track at Ordie View to beresurfaced between upgradedsection of track and new NMUpath for a length of 54mapproximately.

A/E Surfaced A/E

A12 Access to The Holdings from theB9099 and new PitlandieOverbridge Side Road.

A/E Surfaced A/E

A13 – A14 Access track to tie in landattributed to Ordie View for alength of 82m approximately.

4.0 Unsurfaced 0.5

A15 – A16 Access track for Marlehall offLuncarty Link Road for a lengthof 35m approximately.

5.5 Surfaced 1.0





MinimumWidth

(metres)


Minimumverge

Widths(metres)

FurtherDetails

A17 – A18 Access track to Rosevale Houseand Beach Lea House offLuncarty Link Road for a lengthof 36m approximately.

5.5 Surfaced 1.0

A19 – A20 SUDs detention basinmaintenance access off accesstrack to Rosevale House andBeach Lee House, for a length of11m approximately, to tie in withBasin 5.

3.5 Unsurfaced 0.5

A21 – A22 Access track for Newmill Farm(east of A9) off Luncarty LinkRoad for a length of 12mapproximately.

4 Unsurfaced 0.5

A23 – A24 Access track for Newmill Farmoff Tullybelton / StanleyOverbridge for a length of 310mapproximately.

3.5 Surfaced 1.0 Refer toNote 3

A24 – A25 Access track for Marlehall Farmand Access to SUDs DetentionBasin 2 continuing from NewmillFarm Access track for a length of289m approximately.

3.5 Unsurfaced 1.0

A26 – A27 SUDs detention basinmaintenance access off accesstrack at Newmill Farm, for alength of 24m approximately, totie in with Basin 2.

5.0 Unsurfaced 1.0

A28 – A29 Access track for Newmill Farmoff the U32 at Tullybelton /Stanley Overbridge, west ofOrdie Burn, for a length of 112mapproximately.

3.5 Unsurfaced 1.0 Refer tonote 6

A30 – A31 Access track for Newmill Farmoff Tullybelton / StanleyOverbridge, east of Ordie Burn,for a length of 100mapproximately.

3.5 Unsurfaced 1.0 Refer tonote 6

A33 – A34 Access track at East Mains for alength of 57m approximately.

5.0 Surfaced 1.0





MinimumWidth

(metres)


Minimumverge

Widths(metres)

FurtherDetails

A35 – A36 Access track from Tullybelton /Stanley Overbridge to theexisting U38 at Newmill Cottagesfor a length of 27mapproximately.

6.5 Surfaced 1.0

A36 – A37 Access track for NewmillCottages for a length of 215mapproximately.


A37 – A38 Access track from the U38 nearNewmill Cottages, for a length ofapproximately 1147m, to tie inwith existing track at WestwoodFarm.


A39 – A40 Access to Newmill Farm fieldfrom Westwood Access Track fora length of 11m approximately.

4.0 Unsurfaced 0.5

A41 – A42 Access to Newmill Farm fieldfrom Westwood Access Track fora length of 17m approximately.

4.0 Unsurfaced 0.5

A43 – A44 Access to Westwood Farm fieldfrom Westwood Access Track fora length of 15m approximately.

4.0 Unsurfaced 0.5

A45 – A46 Access track from B867, for alength of 192m approximately, totie in with existing access track tosewage works and East Mains.

5.5m Surfaced 1.0 Refer toNote 3

A47 Access to Cottage from B867. A/E Surfaced A/E

A48 Access to the Scottish LiqueurCentre from B867.

A/E Surfaced A/E

A49 – A50 Access track from Bankfoot LinkRoad, for a length of 52mapproximately, to tie in existingaccess track to Ardonachie.

5.5 Surfaced 1.0

A51 – A52 Access to Loak Farm field fromthe C408 for a length of 18mapproximately.

4.0 Unsurfaced 2.0





MinimumWidth

(metres)


Minimumverge

Widths(metres)

FurtherDetails

A53 – A54 Access to South Barns field offaccess track at Ardonachie, for alength of 83m approximately.


A55 – A56 SUDs detention basinmaintenance access off fieldaccess track at South Barns, fora length of 40m approximately,to tie in with Basin 3.

3.0 Unsurfaced 0.5

A57 – A72 Bellmouth of the access track toNorth Barns and Broompark totie in with the C408 for a lengthof 15m approximately.

5.5 Surfaced 1.0

A72 – A58 Access track to North Barns andBroompark for a length of 440mapproximately.

5.5 Unsurfaced 1.0

A58 – A59 Access track to tie in withexisting access track toBroompark for a length of 8mapproximately.

3.5 Unsurfaced 0.5

A58 – A69 Access track at BroomparkAccess to East side of ColtrannieOverbridge approach for a lengthof 320m approximately.


A69 – A70 Eastern approach to ColtrannieOverbridge and across thestructure to the Westernapproach for a length of 390mapproximately.

5.5 Surfaced 1.0

A70 – A60 Western approach to ColtrannieOverbridge to tie in with existingaccess track for a length ofapproximately 30m.


A61 – A62 Access track from GellywoodOverbridge, for a length of1473m approximately, to theU116 at Byres of Murthly

3.5 Surfaced 0.5 Refer toNote 3 &

9

A63 – A64 Access track for GellywoodOverbridge for a length of 614mapproximately.






MinimumWidth

(metres)


Minimumverge

Widths(metres)

FurtherDetails

A65 – A66 Access track from East ofGellywood parallel to A9southbound carriageway for alength of 497m approximately.

3.5 Unsurfaced 1.0

A67 – A68 SUDS detention basinmaintenance access off workstrack for a length of 25mapproximately.

3.5 Unsurfaced 1.0

A71 Access to Glenordie for a lengthof approximately 2.5m.

3.5 Surfaced 0.5

NOTES TO TABLE 4:

1. Reference point locations identified on drawing numbers B1557602/CD/REF/001 toB1557602/CD/REF/007, as listed in Appendix 0/4 of the Specification.

2. Minimum pavement construction shall be in accordance with Section 4.2.7 of Parts 1 and 2 ofthese Employer’s Requirements.

3. Passing bays designed in accordance SCOTS National Roads Development Guide (August2015).

4. Refer to Appendix 1/15 of the Specification for further details of Accommodation Works accesstracks.

5. The use of Accommodation Works tracks for access to SuDS basins from Reference Points A03– A04, A17 – A18, A23 – A24 and A60 – A61 shall be permitted.

6. Access track increases to in excess of 2.0m of minimum width.

7. Access track over structure is to contain a “green pathway” for wildlife in accordance with Section4.3 of Part 2.

8. Maximum permitted gradient for the access track from Reference Points A53 – A54 shall be10%.

9. A minimum of 5 passing places shall be provided along length of the access track.

10. Water egress on track to be resolved as part of resurfacing requirement.



Table 5 - Requirement for Lay-Bys



MinimumWidth


BackLength

(metres)

Minimumverge

Widths(metres)

FurtherDetails

LB01 –LB02

Surfaced Type A with merged taperlay-by on northbound carriagewayfrom trunk road Ch.1220 to Ch.1565 approximately.

10 70 4.5 SeeNote 1

LB03 –LB04

Surfaced Type A with merged taperlay-by on northbound carriagewayfrom trunk road Ch.7350 to Ch.7710 approximately.

10 70 4.5 SeeNote 1

LB05 –LB06

Surfaced Type A with merged taperlay-by on southbound carriagewayfrom trunk road Ch.7820 to Ch.7390 approximately.

10 100 2.5 SeeNote 1

NOTES TO TABLE 5:


2. Minimum width has been measured from front of hard shoulder to back of lay-by.



Table 6 - Requirement for ITS Hardstandings



Length Width Taper FurtherDetails

IH01 Hardstanding off the rear of theTurning Area (T01) at PitlandieOverbridge at Cramflat Farm

10 3.5 N/A See Note3

IH02 Existing lay-by on the unsegregatedNMU track from Luncarty Link Road

20 3.5 5 See Note2

IH03 Hardstanding on the access trackfrom B867 that ties in with existingaccess track to sewage works andEast Mains.

20 3.5 5 See Note2

NOTES TO TABLE 6:


2. To be designed in accordance with TD 69/07.

3. To be built into the rear of turning area T01.



This page is blank


Contract Document Appendix B - Page 1 21 September 2018

APPENDIX B

THIS IS APPENDIX B TO THE EMPLOYER’S REQUIREMENTS

REQUIREMENTS FOR PRINCIPAL STRUCTURE(S)



This page is blank



Table 1 - Requirements for Principal Structure(s)

Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle

ApproximateChainage /Location

Descriptionand Purpose of

Structure

Minimum Cross-sectional/Internal

Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet

Type (whererequired)

Services& ServiceDucts to

beprovided

S01 ShochieBurn

CulvertExtension

A9 Luncarty toPass ofBirnam

Mainline Ch730

Extension toexisting ShochieBurn Culvert to

carry the A9Trunk Road over

Shochie Burn

Over: A9 Trunk RoadVerge 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Verge 2.5

Under: Shochie Burn

Note:The following requirementsstated in Volume 3, Part 1 ofthe Employer’s Requirementsdo not apply to this structure:Section 4.3.7.13(i) –requirement for ledges; andSection 4.3.7.13(vii) – designfor a return period of 200 yearswith a 20% allowance forclimate change.

Category 3- As perBD2 ofDMRB

For newStructures:LM1, LM2,inaccordancewith UKNationalAnnex NAto BS EN1991-2:2003 andaccidentalloading inaccordancewith cl.4.7.3 of BSEN 1991-2:2003.For existingStructuresee Note 1.

LM3 SV80,SV100 andSV196 in

accordancewith BS EN1991-2 & itsUK National

Annex.

For allpermittedclasses ofvehicular

traffic,cyclists

andpedestrian

s

As per TD 19 [REDACTED]



Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle



Structure


Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet



beprovided

S02 PitlandieAccommod

ationOverbridge

MainlineCh970

New structure tocarry Pitlandie

side roadaccommodationaccess over theA9 Trunk Road

Over: Access RoadVerge 1.0Carriageway 5.5Verge 1.0

Under: A9 Trunk RoadVerge 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Verge 2.5

Headroom: 6.450m (minimum)


LM1 andLM2 inaccordancewith BS EN1991-2 & itsUK NationalAnnex andaccidentalloading inaccordancewith cl.4.7.3 of BSEN 1991-2:2003.

None For allpermittedclasses ofvehicular

traffic,cyclists

andpedestrian

s


S03 PitlandieRetaining

Wall

Pitlandie sideroad Ch0

New retainingwall to

accommodatewidening of

Pitlandie sideroad at B9099

junction.

Pitlandie side road

Verge 1.0Carriageway 5.5Verge 1.0





Annex.


traffic,cyclists

andpedestrian

s




Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle



Structure


Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet



beprovided

S04 Ordie BurnCulvert

Extension

MainlineCh1640

Extension toexisting OrdieBurn Culvert to


Ordie Burn

Over: A9 Trunk Road

Verge 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Verge 2.0NMU Route 3.0

Under: Ordie Burn

Note:The following requirementsstated in Volume 3, Part 1 ofthe Employer’s Requirementsdo not apply to this structure:Section 4.3.7.13(i) –requirement for ledges; andSection 4.3.7.13(vii) – designfor a return period of 200 yearswith a 20% allowance forclimate change.





Annex.


traffic,cyclists

andpedestrian

s




S05 Tullybelton/ StanleyJunction

Overbridge

MainlineCh2950

New structure tocarry Tullybelton

/ Stanley sideroad over the A9

Trunk Road

Over: Tullybelton / StanleyJunction

Verge 2.5Carriageway 6.0Central Reserve 1.0NMU Route 3.0Verge 2.0

Under: A9 Trunk RoadVerge 2.0Hard Shoulder 3.3Off Slip 3.7Hardstrip 0.7Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Hardstrip 0.7On Slip 3.7Hard Shoulder variesVerge 2.0Headroom: 6.450m (minimum)Note:Subject to consultation with theEmployer the requirement forbank seat abutments to havean exposed height below decklevel not greater than 1.8m asset out in Section 4.3.7.2 ofVolume 3, Part 1 of theEmployer’s Requirementsneed not apply to thisstructure.


LM1, LM2inaccordancewith UKNationalAnnex NAto BS EN1991-2:2003 andaccidentalloading inaccordancewith cl.4.7.3 of BSEN 1991-2:2003.

LM3 (SV80) For allpermittedclasses ofvehicular

traffic,cyclists,

equestrians and

pedestrians




Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle



Structure


Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet



beprovided

S06 Ordie BurnUnder-bridge

Tullybelton /Stanley sideroad Ch150

New structure tocarry Tullybelton

/ Stanley sideroad over Ordie

Burn

Over: Tullybelton / StanleyJunction


Under: Ordie Burn

Note:Requirement for bank seatabutments to have an exposedheight below deck level notgreater than 1.8m as set out inSection 4.3.7.2 of Volume 3,Part 1 of the Employer’sRequirements does not applyto this structure.


LM1, LM2,inaccordancewith UKNationalAnnex NAto BS EN1991-2:2003 andaccidentalloading inaccordancewith cl.4.7.3 of BSEN 1991-2:2003.



Annex.


traffic,cyclists

andpedestrian

s

As per TD19 [REDACTED]



S07 HuntersLodge

Underbridge Extension

MainlineCh5810

Extension toexisting Hunters

LodgeUnderbridge to


the C408.

Over: A9 Trunk Road

Verge 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3On Slip VariesHardstrip 1.0Verge 2.5

Under: C408

Verge 1.0Carriageway 6.6Verge As

existingatinterfacewithexistingstructure,varyingto 2.5


Note:The following requirementsstated in Volume 3, Part 1 ofthe Employer’s Requirementsdo not apply to this structure:Section 4.3.7.2 – requirementfor an open aspect and for bankseat end supports; andSection 4.3.7.5(ii) – minimumwidth of cantilever.





Annex.


traffic,cyclists

andpedestrian

s




Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle



Structure


Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet



beprovided

S08 BroomparkRetaining

Wall

MainlineCh6420

New RetainingWall required at

Broompark

A9 Trunk Road

Verge 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Central Reserve 2.5Hardstrip 1.0Carriageway 7.3Hardstrip 1.0Verge 2.5


LM4 inaccordancewith BS EN1991-2 & itsUK NationalAnnex.

None N/A N/A [REDACTED]

S09 ColtrannieAccommod

ationOverbridge

MainlineCh6890

New structure tocarry ColtrannieAccess Track(Accommo-

dation Access)over the A9Trunk Road

Over: Access Track







traffic,cyclists

andpedestrian

s




Stru

ctur

eR

efer

ence

Num

ber

(See

Not

e3)

StructureTitle



Structure


Dimensions (metres)

DesignCheck

Category

RequiredLive

Loading

AbnormalIndivisible

Load

Live RoadTraffic to

beCarried.

VehicleParapet



beprovided

S10 GellyAccommod

ationOverbridge

MainlineCh8580

New structure tocarry Gelly

Access Track(Accommodation Access) andGreen Bridgeover the A9Trunk Road

Over: Gelly Access Track &Green Bridge

Grasscrete 0.6Landscaping 4.5Grasscrete 1.0Carriageway 3.5Verge 1.0






traffic,cyclists,

equestrians and

pedestrians


Notes:

1. To be assessed in accordance with the requirements of Section 4.3 of Part 1 of these Employer’s Requirements and Appendix W of Part 3 of theseEmployer’s Requirements.

2. The minimum dimensions stated may need to be increased to accommodate sightline widening where required.

3. Structural Reference Numbers are as identified on Drawing Numbers B1557602/CD/REF/001 to B1557602/CD/REF/007, as listed in Appendix0/4 of the Specification.



This page is blank


Contract Document Appendix C - Page 1 21 September 2018

APPENDIX C

THIS IS APPENDIX C TO THE EMPLOYER’S REQUIREMENTS

CERTIFICATES



This page is blank



APPENDIX C

CERTIFICATES

Description Reference

Design Interim Certificate: Structures .................................................................... DICS

Design Check Interim Certificate: Structures ........................................................ DCICS

Design Certificate: Structures ............................................................................... DCS

Design Check Certificate: Structures ..................................................................... DCCS

Design Interim Certificate: Earthworks ................................................................... DIC( )

Design Check Interim Certificate: Earthworks ........................................................ DCIC( )

Design Certificate: Earthworks............................................................................... DC( )

Design Check Certificate: Earthworks.................................................................... DCC( )

Design Interim Certificate: Road Restraint Systems .............................................. DIC(B)

Design Check Interim Certificate: Road Restraint Systems ................................... DCIC(B)

Design Certificate: Road Restraint Systems .......................................................... DC(B)

Design Check Certificate: Road Restraint Systems ............................................... DCC(B)

Design Interim Certificate: Other Part(s) of Design or Design Elements ................ DIC( )

Design Check Interim Certificate: Other Part(s) of Design or Design Elements ..... DCIC( )

Design Certificate: Other Part(s) of Design or Design Elements ............................ DC( )

Design Check Certificate: Other Part(s) of Design or Design Elements ................. DCC( )

Interim Construction Certificate.............................................................................. ICC

Final Construction Certificate ................................................................................. FCC

Interim Post Construction Certificate...................................................................... IPCC

Final Post Construction Certificate ......................................................................... FPCC

Consultation Certificate ......................................................................................... CNC

Road Safety Audit Certificate ................................................................................ RSAC

Stage 2 Road Safety Audit Certificate: For Temporary Traffic Management

Schemes .............................................................................................................. RSAC(TTM2)

Stage 3 Road Safety Audit Certificate: For Temporary Traffic Management

Schemes ............................................................................................................... RSAC(TTM3)

Temporary Works Certificate ................................................................................. TWC

Provenance Certificate .......................................................................................... PC



This page is blank



DESIGN INTERIM CERTIFICATE: STRUCTURESCERTIFICATE NO: DICS.....……..…...

1. We hereby certify to the Employer in respect of the design of the following part of the Designor Design Element namely

...........................................................................................……………..(Name of Structure)

that reasonable professional skill and care has been taken by us with a view to securingthat the part of the Design or Design Element:-

i. complies with the Employer’s Requirements.

ii. has been accurately translated into the construction drawings and bar bendingschedules bearing the unique numbers listed below:

iii. is not detrimental to the whole Design or Design Element and shall not affect thecompletion of the Design Certificate(s).

We agree that the words and phrases herein, unless otherwise stated, have the samemeaning as attributed to them in the Contract between the Employer and Contractor.

Signed: ............................................……………….. Firm: ............................…...................DESIGNER (Team leader for Designer)

Name (Block Capitals): ......................…………. …. Date: ......……...……..........................

Signed:...........................................…...……….…… Firm: .......….......................................CONTRACTOR (Agent).

Name (Block Capitals): ............……......................... Date: ...………...................................

2. Receipt of this Certificate is acknowledged

Signed: ..................................………….…............. Date: ............….................................on behalf of the ENGINEER



DESIGN CHECK INTERIM CERTIFICATE: STRUCTURESCERTIFICATE NO: DCICS.....……..…...


..................................................................................…………..………..(Name of Structure)




iii. is not detrimental to the whole Design or Design Element and shall not affect thecompletion of the Check Certificate(s).


Signed: ...........................................………………. Firm: .........................…......................CHECKER (Team leader for Checker)

Name (Block Capitals): .......................................... Date: ............………….......................

Signed:.......................................……………....…... Firm: ........................................….......CONTRACTOR (Agent)

Name (Block Capitals): ............................................ Date: ......…………..............................


Signed: ............……................................................ Date: ............…..................................on behalf of the ENGINEER



DESIGN CERTIFICATE: STRUCTURESCERTIFICATE NO: DCS.....……..…...


..............................................…………..................................…………. (Name of Structure)




iii. is not detrimental to the whole Design or Design Element.


Signed: ......................................………………….. Firm....................................................DESIGNER (Team leader for Designer)

Name (Block Capitals): ....................................….. Date: ..................................……….....

Signed:................................................……………. Firm.........................................….......CONTRACTOR (Agent)

Name (Block Capitals): .......................................... Date: ..............................……….........

2 Receipt of this Certificate is acknowledged

Signed: ..............................................……………. Date: ..................................................on behalf of the ENGINEER



DESIGN CHECK CERTIFICATE: STRUCTURESCERTIFICATE NO: DCCS.....…………

1. We hereby certify to the Employer in respect of the check of the following part of the Designor Design Element namely

..........................................................…………........................……… (Name of Structure)

that reasonable professional skill and care has been taken by us in carrying out theindependent check of the part of the Design or Design Element in accordance with theprocedures described in the Design Manual for Roads and Bridges with a view to securingthat the part of the Design or Design Element:-



iii. is not detrimental to the whole Design or Design Element.


Signed: ............................................……………… Firm: ..................................................CHECKER (Team leader for Checker)

Name (Block Capitals): ........................................... Date: .................................………….

Signed:...............................................…………….. Firm: ......................................…........CONTRACTOR (Agent)

Name (Block Capitals): ............................................ Date: ................…………...................


Signed: .......................................……....………….. Date: .......................................….......on behalf of the ENGINEER



DESIGN INTERIM CERTIFICATE: EARTHWORKSCERTIFICATE NO: DIC( )*....…....

1. We hereby certify to the Employer in respect of the check of the following further dividedpart of the Design or Design Element namely

........................................................………(Name of further divided part of the Earthworks)

...................................................……(Name of part of Earthworks or Earthwork’s Element)

that reasonable professional skill and care has been taken by us with a view to securingthat the further divided part of the Design or Design Element:-


ii. has been designed in accordance with the required Design Basis documents listedand dated below.

iii. has been accurately translated into the construction drawings and other Designdocuments bearing the unique numbers listed below:

iv. is not detrimental to the Whole Design or Design Element and shall not affect thecompletion of the Design Certificate(s).

v. has been the subject of a Geotechnical Design Report and that the conclusions ofthat report have been taken into account in the further divided part of the Design orDesign Element.


Signed: ............................................…………….... Firm....................................................DESIGNER (Team leader for Designer)

Name (Block Capitals): ......................................... Date: .....................................………..

Signed:.............................................…………….... Firm....................................................CONTRACTOR (Agent)

Name (Block Capitals): ......................................... Date: ........................…………..........

2 Receipt of this Certificate is acknowledged

Signed: ................................................................... Date: ..................................................on behalf of the ENGINEER

* Insert Description of part of Design or Design Element:

Earthworks (E) Piling (P)Grouting Works (G)



DESIGN CHECK INTERIM CERTIFICATE: EARTHWORKSCERTIFICATE NO: DCIC( )*.........


....................................................…………(Name of further divided part of the Earthworks)

..................................................….…(Name of part of Earthworks or Earthwork’s Element)

that reasonable professional skill and care has been taken by us in carrying out theindependent check of the Design or Design Element (including the Geotechnical DesignReport referred to in (v) below) with a view to securing that the further divided part of theDesign or Design Element:-


ii. has been checked in accordance with the required Design Basis documents listedand dated below.

iii. has been accurately translated into the construction drawings and other designdocuments bearing the unique numbers listed below:

iv. is not detrimental to the whole Design or Design Element and shall not affect thecompletion of the Check Certificate(s).

v. has been the subject of a Geotechnical Design Report and that the conclusions ofthat report have been taken into account in the further divided part of the Design orDesign Element.


Signed: ............................................……………..... Firm..........................................…......CHECKER (Team leader for Checker)

Name (Block Capitals): ............................................ Date: .............................………..........

Signed:.............................................……………..... Firm..............…...................................CONTRACTOR (Agent)

Name (Block Capitals): ........................................... Date: .....................................………..


Signed: .............................................…………….... Date: ...............…...............................on behalf of the ENGINEER





DESIGN CERTIFICATE: EARTHWORKSCERTIFICATE NO: DC( )*...........


.................................................................................(Name of Earthworks or Earthwork’sElement)



ii. has been designed in accordance with the required Design Basis documents listedand dated below.

iii. has been accurately translated into the construction drawings and other Designdocuments bearing the unique numbers listed below:

iv. is not detrimental to the whole Design or Design Element.

v. has been the subject of a Geotechnical Design Report and that the conclusions ofthat report have been taken into account in the Design or Design Element.


Signed: ............................................…………….... Firm....................................................DESIGNER (Team leader for Designer)

Name (Block Capitals): ......................................... Date: ..............………….....................

Signed:................................................…………….. Firm....................................................CONTRACTOR (Agent)

Name (Block Capitals): ............................................ Date: ........................…………..........


Signed: ……………................................................. Date: ..................................................on behalf of the ENGINEER





DESIGN CHECK CERTIFICATE: EARTHWORKSCERTIFICATE NO: DCC( )*.........


.....................................................................(Name of Earthworks or Earthwork’s Element)

that reasonable professional skill and care has been taken by us in carrying out theindependent check of the Design or Design Element (including the Geotechnical DesignReport referred to in (v) below) with a view to securing that the part of the Design or DesignElement:-


ii. has been checked in accordance with the required Design Basis documents listedand dated below.

iii has been accurately translated into the construction drawings and other Designdocuments bearing the unique numbers listed below:

iv. is not detrimental to the whole Design or Design Element.

v. has been the subject of a Geotechnical Design Report and that the conclusions ofthat report have been taken into account in the Design or Design Element.


Signed:..........................................……………...... Firm.....................................................CHECKER (Team leader for Checker)

Name (Block Capitals): .......................................... Date: .............………….......................

Signed:…………….................................................. Firm....................................................CONTRACTOR (Agent)

Name (Block Capitals): ........................................... Date:……… .......................................


Signed: ............................................………………. Date: ..................................................on behalf of the ENGINEER





DESIGN INTERIM CERTIFICATE: ROAD RESTRAINT SYSTEMSCERTIFICATE NO: DIC(B)..............

1. We hereby certify to the Employer in respect of the design of the following further dividedpart of the Design or Design Element namely

.............................................................................(Name of further divided part of RoadRestraint System or Road Restraint System Element)

.............................................................................(Name of part of Road Restraint Systemor Road Restraint System Element)



ii. has been accurately translated into the construction drawings and other Designdocuments bearing the unique numbers listed below:


iv. that all aspects of the Design or Design Element of the Road Restraint System on theContract have been developed by means of a risk assessment approach.


Signed: ...........................................………………... Firm.................................................DESIGNER (Team leader for Designer)

Name (Block Capitals): ........................................... Date: .................………....................

Signed:..............................................…………….... Firm..................................................CONTRACTOR (Agent)

Name (Block Capitals): ............................................ Date: ...........................………..........


Signed: ..........................................……………....... Date: ..................................................on behalf of the ENGINEER



DESIGN CHECK INTERIM CERTIFICATE: ROAD RESTRAINT SYSTEMSCERTIFICATE NO: DCIC(B)..............


.............................................................................(Name of further divided part of RoadRestraint System or Road Restraint System Element)


that reasonable professional skill and care has been taken by us in carrying out theindependent check of the Design or Design Element with a view to securing that the furtherdivided part of the Design or Design Element:-


ii. has been accurately translated into the construction drawings and other designdocuments bearing the unique numbers listed below:


iv. that all aspects of the Design or Design Element of the Road Restraint System in theContract have been developed by means of a risk assessment approach.


Signed: .......................................……..…….. Firm......................................…..........CHECKER (Team leader for Checker)

Name (Block Capitals): ........................................ Date: .................................……….....

Signed:.............................................……………... Firm......................................…...........CONTRACTOR (Agent)

Name (Block Capitals): .......................................... Date: ..........................………...........


Signed: .........................................……………........ Date: ...................................…...........on behalf of the ENGINEER



DESIGN CERTIFICATE: ROAD RESTRAINT SYSTEMCERTIFICATE NO: DC(B)……........









Signed: .......................................………………...... Firm.................................................DESIGNER (Team leader for Designer)

Name (Block Capitals): ........................................… Date: ....................……….................

Signed:............................................……………..... Firm..................................................CONTRACTOR (Agent)

Name (Block Capitals): ........................................... Date: ..........………...........................


Signed: .......................................………………....... Date: ............................................on behalf of the ENGINEER



DESIGN CHECK CERTIFICATE: ROAD RESTRAINT SYSTEMSCERTIFICATE NO: DCC(B)..............



that reasonable professional skill and care has been taken by us in carrying out theindependent check of the part of the Design or Design Element with a view to securing thatthe part of the Design or Design Element:-



iii. is not detrimental to the whole Design or Design Element



Signed: ................................................ …………. Firm.................................................CHECKER (Team leader for Checker)

Name (Block Capitals): .......................................... Date: ........................……….............

Signed:..........................................……………....... Firm..................................................CONTRACTOR (Agent)

Name (Block Capitals): ........................................... Date: ............……….........................


Signed: ...............................................……………. Date: ..................................................on behalf of the ENGINEER



DESIGN INTERIM CERTIFICATE: OTHER PART(S) OF THE DESIGN OR DESIGN ELEMENTCERTIFICATE NO: DIC( )*....……….

1. We hereby certify to the Employer in respect of the design of the following further dividedpart of the Design or Design Element namely

....…………...………….............(Name of further divided part of Design or Design Element)

...................…………................(Name of part of Design or Design Element)



ii. has been accurately translated into the construction drawings and other Designdocuments bearing the unique numbers listed below.



Signed: ....................…....................………….... Firm: ...........……………….…............DESIGNER (Team leader for Designer)

Name (Block Capitals): ..............................…….. Date: ..............……………................

Signed:......................................…….......………... Firm: .............…………….................CONTRACTOR (Agent)

Name (Block Capitals): ..........................……….... Date: ..............…………………….......


Signed: ........................................…....….. Date: .................………………...........on behalf of the ENGINEER


Fencing and Environmental Barriers (F) Electrical Installation (I)Drainage (D) Communication Systems (C)Road Pavements (P) Environmental and Landscape (E)Road Layout (R) Undertakers (U)Kerb, Footways and Paved Areas (K) Private Apparatus Owners (O)Signs and Road Markings (S) Accommodation Works (A)Lighting (L)



DESIGN CHECK INTERIM CERTIFICATE: OTHER PART(S) OF THE DESIGN OR DESIGNELEMENT

CERTIFICATE NO: DCIC( )*....……….


………...........………….......................(Name of further divided part of Design or DesignElement)

............…………..…………………....(Name of part of Design or Design Element)

that reasonable professional skill and care has been taken by us in carrying out theindependent check of the Design or Design Element with a view to securing that the furtherdivided part of the Design or Design Element.


ii has been accurately translated into the construction drawings and other designdocuments bearing the unique numbers listed below:



Signed: .....................................…………….......... Firm: .................................................CHECKER (Team leader for Checker)

Name (Block Capitals): ........................................... Date: ...................………..................

Signed:..............................................…………...... Firm: .................................................CONTRACTOR (Agent)

Name (Block Capitals): .......................................…. Date: ....................………...................


Signed: .........................................……………....... Date: ..................................................on behalf of the ENGINEER


Fencing and Environmental Barriers (F) Electrical Installation (I)Drainage (D) Communication Systems (C)Road Pavements (P) Environmental and Landscape (E)Road Layout (R) Undertakers (U)Kerb, Footways and Paved Areas (K) Private Apparatus Owners (O)Signs and Road Markings (S) Accommodation Works (A)Lighting (L)



DESIGN CERTIFICATE: OTHER PART(S) OF THE DESIGN OR DESIGN ELEMENTCERTIFICATE NO: DC( )*....……….

1. We hereby certify to the Employer in respect of the design of the following part of the Designor Design Element namely:

…...............................................………….(Name of Part of the Design or Design Element)
