CONSTRUCTION DETAILS (700 SERIES)

VOLUME 1: GENERAL DETAILS

PRODUCED BY

DESIGN SERVICES COLLATED: COMMUNITIES SHIRE HALL WARWICK & ECONOMY MAY 2018 CV34 4SP

HIGHWAY CONSTRUCTION DETAILS: 700 SERIES VOLUME 1: GENERAL DETAILS

CONTENTS

NOTES FOR GUIDANCE FENCES, STILES AND GATES

Description Issued Number Description Issued

NOTES FOR GUIDANCE MAY 2018 H 701.1 BOUNDARY HEDGE APRIL 2016 NOTES FOR GUIDANCE ANNEX 1 MAY 2018 H 702.1 FENCING: TIMBER POST & RAIL MAY 2018 H 703.1 TIMBER FIELD GATES: TYPES 1, 2 & 3 MAY 2018 HIGHWAY CROSS SECTIONS UNDERGROUND CABLE DUCTS Number Description Issued Number Description Issued A 701.1 CUTTING & EMBANKMENTS: SINGLE CARRIAGEWAYS MAY 2018 A 701.2 CUTTING & EMBANKMENTS: DUAL CARRIAGEWAYS MAY 2018 I 701.1 NEW SERVICE DUCTS & PROTECTION OF EXISTING SERVICES MAY 2018 A 701.3 SUB-BASE & THE EARTHWORKS OUTLINE MAY 2018 I 702.1 ACCESS CHAMBERS FOR SERVICE DUCTS MAY 2018

EDGE OF PAVEMENT DETAILS MISCELLANEOUS

Number Description Issued Number Description Issued

B 701.1 CARRIAGEWAYS WITH KERBING MAY 2018 K 701.1 TRENCH REINSTATEMENT IN CARRIAGEWAYS & PAVED AREAS APRIL 2016 B 701.2 CARRIAGEWAYS WITHOUT CONCRETE KERBING MAY 2018 K 702.1 PEDESTRIAN GUARDRAILS MAY 2018 B 701.3 PAVING ON ISLANDS MAY 2018 K 703.1 TYPE 1 REFUGES & PEDESTRIAN REFUGES: WITH MAINS APRIL 2016 B 702.1 KERBS, EDGING & CHANNELS MAY 2018 POWERED & SIGNS B 704.1 FOOTWAY & CYCLEWAY CONSTRUCTION (BITUMINOUS) MAY 2018 K 703.2 TYPE 2 REFUGES & PEDESTRIAN REFUGES: WITH FLEXIBLE MAY 2018 B 704.2 ACCESS CONSTRUCTION MAY 2018 SOLAR BOLLARDS B 704.3 BLOCK PAVING: LAYING PATTERNS AND EDGE RESTRAINTS MAY 2018 K 703.4 TYPE 3 REFUGES & PEDESTRIAN REFUGES: WITH FLEXIBLE APRIL 2016 B 704.4 POINT (QUALITY BUS CORRIDOR) WITH MAY 2018 BOLLARDS & MAINS POWERED SIGNS KERBS K 703.6 BOLLARDS: SOLAR AND UNLIT MAY 2018 B 704.5 FOOTWAY & CYCLEWAY CONSTRUCTION (BLOCK & FLAG MAY 2018 K 703.7 BOLLARDS: MAINS POWERED APRIL 2016 PAVING) K 704.1 SIGNS: FABRICATION & MOUNTING DETAILS MAY 2018 B 704.6 FOOTWAY & CYCLEWAY CONSTRUCTION (NO DIG OPTION) MAY 2018 K 705.1 SIGN BOARD DETAILS: TYPES A, B, C & D APRIL 2016 B 705.1 STRIP WIDENING & LONGITUDINAL JOINTING DETAILS MAY 2018 K 705.2 SIGN BOARD DETAILS: TYPE E MAJOR SCHEME INFORMATION APRIL 2016 B 705.2 OVERLAY & TRANSVERSE JOINTING DETAILS MAY 2018 BOARD B 706.1 BUILD OUTS FOR NARROWINGS & CHICANES MAY 2018 K 706.1 TRAFFIC SIGNALS: CONTROLLER WITH CONTROLLER BASE APRIL 2016 B 707.1 MAINTENANCE BAY (WITH PERMEABLE CONCRETE PAVERS) MAY 2018 K 706.2 TRAFFIC SIGNALS: STANDARD DETAILS MAY 2018 K 706.3 TRAFFIC SIGNALS: ZEBRA CROSSINGS MAY 2018 DRAINAGE

Number Description Issued

F 701.1 SURFACE WATER DRAINS: BEDDING & TRENCH DETAILS APRIL 2016 F 702.1 FILTER DRAINS: BEDDING & TRENCH DETAILS SHEET 1 APRIL 2016 F 702.2 FILTER DRAINS: BEDDING & TRENCH DETAILS SHEET 2 MAY 2018 F 703.1 PRECAST CONCRETE CATCHPITS: TYPES 71 & 72 MAY 2018 F 703.2 CATCHPIT: TYPE 73 MAY 2018 F 704.1 GULLIES: TYPES 1, 2A & 2B MAY 2018 F 704.2 GULLY CONNECTIONS & RODDING EYES MAY 2018 F 705.1 HEADWALLS: TYPES 1, 2 & 3 WITH DITCH LINING DETAIL APRIL 2016 F 706.1 CONNECTION OF PERMANENTLY SEVERED LAND DRAINS MAY 2018 F 707.1 CONCRETE PIPE SADDLES MAY 2018

HIGHWAY CONSTRUCTION DETAILS: 700 SERIES VOLUME 1: GENERAL DETAILS

NOTES FOR GUIDANCE

INTRODUCTION 9. Designers wishing to apply any variation to the HCD 700s on County Council construction projects must first agree the variation with WCC’s Design GENERAL Services. Designers proposing to apply the HCD 700s on construction projects where the County Council is not the client must first agree to do so with the 1. These notes apply to all Design Offices preparing schemes for Warwickshire client concerned. County Council. They refer to the Highway Construction Details: 700 Series (HCD 700s) listed on the preceding contents page. 10. Any comments, queries or suggestions for improvement relating to the HCD 700s should be addressed to: 2. Designers shall use the HCD 700s instead of any similarly titled drawings or details issued by Highways (HE). HE’s Highway Construction Details The Group Manager (HCDs) are contained in the Manual of Contract Documents for Highway Design Services Works: Volume 3. Communities Shire Hall Post Room 3. HE’s HCDs have generally been prepared for use on Motorways and Trunk Northgate . Experience has shown that for County Roads there is a need to: Warwick

3.1 modify some of the HCDs to suit local conditions; and CV34 4SP

3.2 produce details where none exist. HIGHWAY CROSS SECTIONS

The HCD 700s and associated Notes for Guidance reflect these needs. A 701.1 CUTTING & EMBANKMENT: SINGLE

4. In some cases, the Notes for Guidance listed below refer to numbered 1. Refer to B 701.1 and B 701.2 for edge details. appendices such as Appendix 5/1. These numbered appendices relate to those included in the modified and extended Specification, which forms part of 2. Lighting columns are usually positioned 2.0m back from the kerb face. This the County Council’s standard contract document for highway construction may be varied but if so, the new position must be stated in the contract works. documents. County Highways’ Street Lighting section must approve in advance any variation to the usual position of lighting columns. 5. Companies tendering for County Council construction contracts will be issued with either the complete set of HCD 700s, or a set of those HCD 700 details A 701.2 CUTTING & EMBANKMENT: that are relevant to the particular contract. All relevant HCD 700s will be listed in Appendix 0/4 of the modified and extended Specification. 1. Refer to the notes for A 701.1.

6. From time to time, the HCD 700s and associated Notes for Guidance may be EDGE OF PAVEMENT DETAILS updated. At such times, the issue date and issue status will be amended accordingly. B 701.1 CARRIAGEWAYS WITH CONCRETE KERBING

7. Complete volumes of the HCD 700s may be sent to contractors or developers 1. Refer to F 702.1, F 702.2 and Appendix 5/1 for filter drain details. in pdf form. County Council staff sending out such copies must make recipients aware that the HCD 700s may be updated and reissued periodically. B 701.2 CARRIAGEWAYS WITHOUT CONCRETE KERBING Recipients must also be made aware that it is their responsibility to ensure that 1. Refer to the notes for B 701.1. they are working to the most up-to-date issue. This principle does not apply where copies are despatched to tenderers as part of a set of contract B 701.3 PAVING ON ROUNDABOUT ISLANDS documents. 1. Kerb types shall be stated in the contract documents, either in a schedule or on 8. Designers should note that the HCD 700s represent the preferred requirements the scheme specific drawings. of the County Council. Nevertheless, in certain circumstances, variations may be necessary. In such circumstances, the variations shall be made clear on either the scheme specific construction drawings or the numbered appendices of the modified and extended Specification. Neither the HCD 700s nor the HCDs shall be altered in any way.

EDGE OF PAVEMENT DETAILS (cont’d) F 702 FILTER DRAINS: BEDDING & TRENCH DETAILS

B 702.1 KERBS, EDGING & CHANNELS 1. The details of permitted alternatives are shown in Notes for Guidance: Annex 1, Table 2. Refer to the notes for F 701.1. 1. Refer to the notes for B 701.3. 2. Group F7 drains alone shall only be used to drain formation/sub-formation B 704.2 ACCESS CONSTRUCTION where there is either no embankment, or where there is an embankment, but its 1. Type 1 Access Construction is intended for residential use. Type 2 Access height is negligible. Group F7 drains must not be used for the purpose of Construction is intended for industrial use. controlling the water table level. Where there is an embankment of a significant height, Group F7 drains must be accompanied by a suitable filter drain at the B 704.3 BLOCK PAVING foot of the embankment.

1. Block paving details shall be included in Appendix 11/1. F 707.1 CONCRETE PIPE SADDLES

DRAINAGE 1. If surface water drains are to be adopted by the Sewer Authority, the Authority’s specification for pipe connections takes precedence over the specification F 701.1 SURFACE WATER DRAINS: BEDDING & TRENCH DETAILS provided in this detail.

1. The details of permitted alternatives are shown in Notes for Guidance: Annex 1, FENCES, STILES AND GATES Table 1. Generally, three types of pipe material (vitrified clay, concrete and certain approved polymer materials) are permitted. Only pipes manufactured H 701.1 BOUNDARY HEDGE from the polymer materials specified in S.H.W. Table 5/1 will be permitted, unless they hold a current British Board of Agrément Roads and 1. Plant species in rural Warwickshire shall be chosen from those listed for Certificate (or equivalent) stating that they are a suitable alternative for the hedges in that part of the county. The list of plant species can be found in the ‘usage’ specified in S.H.W. Table 5/1. appropriate volume of ‘Warwickshire Guidelines’.

2. Table 1 states the minimum cover requirement for each pipe group. Design H 703.1 TIMBER FIELD GATES: TYPES 1, 2 & 3

engineers should examine the particular circumstances for each pipe length to 1. Gates shall comply with the requirements of S.H.W. Series 300. Additional determine whether or not the pipe group recommended by the table is requirements shall be specified in Appendix 1/15 and/or Appendix 3/1. appropriate. For example, if a pipe has a depth of cover less than 0.9m, but is located in soft ground so far from the carriageway that it is very unlikely to be UNDERGROUND CABLE DUCTS trafficked; a concrete surround to the pipe may not be necessary. I 701.1 NEW SERVICE DUCTS & PROTECTION OF EXISTING SERVICES 3. It should be noted that bedding (including laying and any pipe surround) comprises all operations up to an including 0.3m above the pipe soffit. 1. The details of permitted duct alternatives are shown in Notes for Guidance: Backfilling comprises all operations from this point up to ground level, formation Annex 1, Table 3. Only two types of duct pipe material (vitrified clay and PVC- level or sub-formation level, whichever applies. U) are permitted, and these shall comply with the requirements of S.H.W. Table 5/2. 4. If sulphate-resisting cement needs to be used in any concrete pipe surround, it MISCELLANEOUS must be specified in Appendix 26/1. K 701.1 TRENCH REINSTATEMENT IN CARRIAGEWAYS & PAVED AREAS 5. It should be noted that all pipes are designed for the final serviceable condition. Pipes are not designed to take into account loadings imposed by construction 1. Permitted materials shall be stated in Appendix 7/1. Any alterations to the traffic. depths of construction shown shall be stated in Appendix 7/2.

6. If surface water drains are to be adopted by the Sewer Authority, the K 702.1 PEDESTRIAN GUARDRAILS specifications of that authority take precedence over the specifications provided in these details. 1. Any special requirements shall be stated in Appendix 4/2.

7. Bedding and trench details for the drains included in M.C.D. Vol. 3 have now 2. High visibility pedestrian guardrail panels shall be provided at pedestrian been incorporated into this system. crossing points.

MISCELLANEOUS (cont’d)

K 703 REFUGES & PEDESTRIAN REFUGES

1. Lighting details, including electrical work shall be stated in Appendix 14/2 and Appendix 14/4. There are two alternatives to the Standard Illuminated Refuge & Pedestrian Refuge (K 703.1), which are shown on details K 703.2 and K703.4. Wherever a refuge is required, designers should seek advice from the Communities’ Traffic Group on which refuge detail to specify.

HIGHWAY CONSTRUCTION DETAILS (700 SERIES) VOLUME 1: GENERAL DETAILS

NOTES FOR GUIDANCE ANNEX 1

TABLE 1: SPECIFICATION FOR SURFACE WATER DRAINS

PIPE GROUP DEPTH OF COVER PIPE MATERIAL

VITRIFIED CLAY CONCRETE APPROVED POLYMER MATERIAL

PIPE STANDARD BEDDING & PIPE STANDARD BEDDING & PIPE STANDARD BEDDING & TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL

S2 0.6m - 0.9m refer to note 1. Z L Z refer to note 2. Y

S3 0.9m – 5.0m refer to note 1. S M S refer to note 2. S

S7 (below c/way) 0.6m - 0.9m refer to note 1. Z1 M Z1 refer to note 2. Y1

S8 (below c/way) 0.9m – 5.0m refer to note 1. S1 M S1 refer to note 2. S1

TABLE 2: SPECIFICATION FOR FILTER DRAINS

PIPE GROUP DEPTH OF COVER PIPE MATERIAL

VITRIFIED CLAY CONCRETE APPROVED POLYMER MATERIAL

PIPE STANDARD BEDDING & PIPE STANDARD BEDDING & PIPE STANDARD BEDDING & TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL

F2 0.9m – 2.0m ES G L G refer to note 2. J

F3 0.9m – 2.0m ES L L L refer to note 2. L

F4 0.9m – 2.0m ES H1 L H1 refer to note 2. I

F5 0.9m – 2.0m ES M L M refer to note 2. M

F6 0.9m – 2.0m ES K L K refer to note 2. K

F7 refer to note 3. not applicable not applicable not applicable not applicable refer to note 2. not applicable

F8 refer to note 3. ES Q L Q refer to note 2. Q

F9A 0.6m not applicable not applicable not applicable not applicable refer to note 2. not applicable

F9B 0.6m not applicable not applicable not applicable not applicable refer to note 2. not applicable

NOTES

1. As per HA 40/01: Where the nominal diameter (DN) = 150mm, the pipe crushing strength shall be 22KN/m. Where DN ≥ 225mm, the pipe standard shall be ≥ Class 160. 2. Approved polymer materials shall be those listed in S.H.W. Table 5/1. Alternative polymer materials may be permitted, provided that they hold a current British Board of Agrément Roads and Bridges Certificate (or equivalent) stating that they are a suitable alternative for the ‘usage’ specified in S.H.W. Table 5/1. 3. The depth of cover on Group F7 drains shall be 0.3m plus the thickness of lower sub-base layer if specified. The depth of cover on Group F8 drains shall be 0.6m, or the external pipe diameter + 0.05m + the thickness of lower sub-base layer (if specified), whichever is the greater. 4. Where PVC-U (ultra-rib twin wall) pipes are to be used, the short-term ring stiffness shall be ≥ 8.0KN/m². The fifty-year stiffness shall be ≥ 3.0KN/m².

HIGHWAY CONSTRUCTION DETAILS (700 SERIES) VOLUME 1: GENERAL DETAILS

NOTES FOR GUIDANCE ANNEX 1

TABLE 3: SPECIFICATION FOR NEW SERVICE DUCTS

DUCT GROUP DEPTH OF COVER DUCT PIPE MATERIAL

VITRIFIED CLAY PVC-U

DUCT PIPE STANDARD BEDDING & TRENCH DETAIL DUCT PIPE STANDARD BEDDING & TRENCH DETAIL

D1 0.90m min. (below c/way) ES D1 refer to note 1. D1

D2 0.75m min. (below verge) ES D2 refer to note 1. D2

NOTES

1. The duct pipe standard for PVC-U duct pipes shall be in accordance with S.H.W. Table 5/2.

2000 min varies (see note 8) b width as specified b varies (see note 8) 2000 min

as scheduled a a 1250 highway boundary (see note 9) (see note 9) (typically to H 701.1) highway boundary (typically to H 701.1) 1250 as specified

topsoil 625 topsoil lighting edge line edge line column

F F 5% 5% 5% 5% varies cut off drain (where specified) limit of topsoil strip

limit of topsoil strip filter drain (where specified) filter drain (where specified) base gully sub-base

gully connection (refer to F 704.2) TYPICAL SECTION - CUTTING

2000 min varies (see note 8) b width as specified b varies (see note 8) 2000 min

as scheduled a a 625 lighting (see note 9) (see note 9) highway boundary edge line column edge line (typically to H 701.1) highway boundary (typically to H 701.1) 625 F 1000 F 1000 topsoil varies topsoil 5% 5%

base gully sub-base gully connection (refer to F 704.2) limit of topsoil strip

limit of topsoil strip filter drain Type P filter drain (where specified) filter drain (where specified) (Group F7) TYPICAL SECTION - EMBANKMENT NOTES

1. Any scheme specific cross section layouts shall take precedence over this detail. 2. On balanced carriageways, the edge detail shall be the same on both sides and match the detail for the low side of carriageway. Refer to B 701.1 for edge details. 150mm Type 1 upper sub-base 3. Depth of topsoil shall be 150mm unless stated otherwise. material (where no lower sub-base topsoil F 4. Verges may be widened to 4.5m to accommodate footways. Refer to B 704.1 layer specified) otherwise F for footway details. base MINIMUM WIDTH REQUIREMENTS 5. F = Fill material on sub-base materials and base. sub-base 6. The position of lighting columns may vary where footways are required. Width of hardstrip Verge width 7. Refer to F 702.1 and F 702.2 for filter drain details. Posted speed limit (a) (b) F (where lower sub-base specified) 8. Cutting and embankment slopes shall be 1:2 unless otherwise specified on ≤ 40mph Not Required 2500mm 300mm W75 material to clause 890AR scheme specific drawings. For embankments with heights in excess of 3m, slope limit of topsoil strip (where lower sub-base specified) stability calculations are normally required. ≥ 50mph 1000mm 2500mm 9. The 1000mm hardstrip dimension shall be measured from the edge of DETAIL WITHOUT FILTER DRAIN carriageway (typically the kerb face), to the running side of the edge line. 10. For sub-base details and the position of the Earthworks Outline, refer to A 701.3. 11. Vehicle Restraint System may be required, but is not shown for simplicity. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CUTTING & EMBANKMENTS: HIGHWAY CROSS SECTIONS RJP DM AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 SINGLE CARRIAGEWAYS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 A 701.1 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 2000 min varies (see note 5) b width as specified c width as specified b varies (see note 5) 2000 min

as specified 2000 a a a a 2000 as specified (see note 6) (see note 6) (see note 6) (see note 6) 1250 (see note 7) 1250 highway boundary highway boundary (see note 7) (see note 7) (typically to H 701.1) (typically to H 701.1)

lighting lighting column VRS column topsoil VRS edge line VRS edge line topsoil F F F 5% 5% F varies 5% 5% cut off drain (where specified) varies 5% 5%

limit of topsoil strip limit of topsoil strip base filter drain (where specified) gully sub-base gully cut off drain (where specified) gully connection gully connection (refer to F 704.2) (refer to F 704.2) filter drain (where specified) filter drain (where specified) TYPICAL SECTION - CUTTING

2000 min varies (see note 5) b width as specified c width as specified b varies (see note 5) 2000 min

1000 2000 a a a a 2000 1000 (see note 6) (see note 6) (see note 6) (see note 6)

(see note 7) (see note 7) 1250

(see note 7) lighting column lighting edge line edge line VRS column VRS VRS highway boundary highway boundary (typically to H 701.1) (typically to H 701.1) F F F topsoil F topsoil 5% varies 5% 5% varies 5%

base sub-base gully gully limit of topsoil strip gully connection gully connection filter drain (where specified) limit of topsoil strip (refer to F 704.2) (refer to F 704.2) filter drain (where specified) filter drain (where specified) filter drain (where specified) TYPICAL SECTION - EMBANKMENT

MINIMUM WIDTH REQUIREMENTS NOTES

With hardstrip Without hardstrip 1. On balanced carriageways, the edge detail shall be the same on both 6. The 1000mm hardstrip dimension shall be measured sides and match the detail for the low side of carriageway. Refer to from the edge of carriageway (typically the kerb Posted speed limit Width of central Width of central Width of hardstrip Verge width Verge width B 701.1 for edge details. face), to the running lane side of the edge line. reserve reserve (a) (b) (b) 2. Depth of topsoil shall be 150mm unless stated otherwise. 7. Set-back to comply with current road restraint system (c) (c) 3. F = Fill material on sub-base materials and base. standards. 1000mm 2500mm 1800mm ≤ 60mph 3500mm 1800mm 4. Refer to F 702.1 and F 702.2 for filter drain details. 8. For sub-base details and the position of the (see note 9) (see note 9) (see note 9) 5. Cutting and embankment slopes shall be 1:2 unless otherwise specified Earthworks Outline, refer to A 701.3. 70mph 1000mm 2500mm 2500mm Not appropriate on scheme specific drawings. For embankments with heights in excess 9. At ≤ 60mph the inclusion of a hardstrip is to be of 3m, slope stability calculations are normally required. agreed with the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CUTTING & EMBANKMENTS: HIGHWAY CROSS SECTIONS RJP DM AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DUAL CARRIAGEWAYS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 A 701.2 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. topsoil

base sub-base limit of topsoil strip

EARTHWORKS OUTLINE EXTENTS

surface course surface course surface course binder course binder course binder course

base base base

upper sub-base upper sub-base upper sub-base

Earthworks Outline Earthworks Outline

lower sub-base 350

lower sub-base 600

Earthworks Outline Earthworks Outline

Earthworks Outline Earthworks Outline SUB-BASE ARRANGEMENT SUB-BASE ARRANGEMENT SUB-BASE ARRANGEMENT TYPE A TYPE B TYPE C

EXAMPLE DESIGNS FOR DETERMINING THE EARTHWORKS OUTLINE POSITION NOTES CBR (%) Type Upper Sub-Base (mm) Lower Sub-Base (mm) 1. Sub-base depths are for general guidance only. Always refer to scheme specific information. <2 A 150 600 2. Upper sub-base is a Type 1 unbound mixture to S.H.W. Clause 803, Type 2 unbound mixture (if it 2-15 B 150 350 contains at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) unbound mixture to S.H.W. Clause 805. >15 C 200 0 3. Lower sub-base is W150 to clause 890AR. Use of W75 to clause 890AR is permitted for lower sub-base construction widths of less than 1.5m. 4. For areas with CBR values of less than 1.5% seek specialist geotechnical advice.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY SUB-BASE & HIGHWAY CROSS SECTIONS RJP NH AC 2 1 FEB 2017 CONSTRUCTION THE EARTHWORKS OUTLINE DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) A 701.3 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. C C L 1250 1250 L 625

625 F F topsoil F topsoil 5% 5% 5% 5%

base base upper sub-base low side of carriageway high side of carriageway high side of carriageway sub-base sub-base

filter drain filter drain

EDGE DETAIL FOR FILTER DRAIN TYPES G, H, H1, I, J AND K F WHERE NO LOWER SUB-BASE SPECIFIED

C C L 1250 1250 L

625

F 75 topsoil F 75 topsoil 5% 5% 5% 5%

base base

low side of carriageway sub-base sub-base high side of carriageway

filter drain filter drain

EDGE DETAIL FOR FILTER DRAIN TYPES L AND M

C L 1250 625

topsoil F topsoil F

base base upper sub-base upper sub-base position where no lower sub-base specified

lower sub-base (if specified) 300 lower sub-base (if specified)

position where lower

sub-base specified 300 NOTES 1. Depth of topsoil shall be 150mm unless stated otherwise.

sub-base specified) 300 DN + 50 min

600 min (where no lower 2. F = Fill material on sub-base materials and base. 3. Refer to F 701.1 for surface water drain details. 4. Refer to F 702.1 and F 702.2 for filter drain details. 5. Refer to Appendix 5/1 for pipe and bedding alternatives. EDGE DETAIL FOR FILTER EDGE DETAIL FOR FILTER 6. DN denotes nominal diameter of pipe. DRAIN TYPE Q (GROUP F8) DRAIN TYPE P (GROUP F7) 7. For sub-base details and the position of the Earthworks ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. Outline, refer to A 701.3. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CARRIAGEWAYS WITH EDGE OF PAVEMENT DETAILS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 CONCRETE KERBING DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 B 701.1 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 3500 3500

CL 1000 hard strip 1000 hard strip 1250 filter material contiguous with filter drain

5% 5% 5% 5%

2 base base 2 1 1 topsoil F topsoil sub-base sub-base

filter drain filter drain filter material not to enter lower sub-base layer low side of carriageway high side of carriageway

EDGE DETAIL FOR FILTER DRAINS IN CUTTING

3500 3500

CL 1000 hard strip 1000 hard strip 1250 filter material contiguous with filter drain

5% 5%

2 base base 2 1 1 F topsoil sub-base sub-base topsoil

filter drain where specified filter drain where specified (see note 7) filter material not to enter (see note 7) lower sub-base layer

low side of carriageway high side of carriageway EDGE DETAIL FOR FILTER DRAINS ON EMBANKMENT

NOTES 1. Depth of topsoil shall be 150mm unless stated otherwise. 2. F = Fill material on sub-base materials and base. 3. Refer to A 701.1 and A 701.2 for cross section details beyond the back of verge. 4. Refer to A 701.1 for details of embankments without filter drains. 5. Refer to F 702.1 and F 702.2 for filter drain details. 6. Refer to Appendix 5/1 for pipe and bedding alternatives. 7. Filter drains shall only be provided on embankment verges where the pipes can be located within the existing ground beneath the embankment. In other cases, filter drains shall be located at the foot of the embankment. Refer to A 701.1 and A 701.2 for details. 8. For sub-base details and the position of the Earthworks Outline, refer to A 701.3. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CARRIAGEWAYS WITHOUT EDGE OF PAVEMENT DETAILS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 CONCRETE KERBING DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 B 701.2 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 1000

block paving laid 2750 1000 Type 1 edge in stretcher bond restraint 60/65mm deep 2.5% kerb as specified compacted clean sharp 80mm deep block kerb on insitu concrete base block paving laid sand min. 35mm thick paving laid in and backing as specified in stretcher bond stretcher bond 2.5% kerb type BN3 2.0%

bedding for paving insitu concrete base and Type 1 edge (see note 3) backing as specified restraint

TYPE 1 ROUNDABOUT ISLAND compacted clean sharp sand min. 35mm thick

11 courses (1200 min.) 2.5% Type 1 edge Type P (Group F7) restraint insitu concrete base and base as specified lower sub-base block paving laid unbound materials min filter drain 33.3% backing Class ST4 in stretcher bond 150mm thick (refer to as specified note 3 for options) (refer to clause 890AR) mortar infill kerb as specified TYPE 2 ROUNDABOUT ISLAND (INCLUDING OVER-RUN AREA) bedding for paving: insitu concrete Class ST1 (150mm thick)

insitu concrete base and backing as specified TYPE 3 ROUNDABOUT ISLAND (WITH CHEVRON BLOCK PAVING)

edge restraint blocks black paving blocks

1000 min./1500 max. (see note 9) NOTES 1. Blocks, and the laying of blocks shall comply with S.H.W. Clause 1107. white paving blocks 2. Block dimensions shall be 200mm x 100mm x 60/65mm for Type 1 roundabout islands, 11 courses (1200 min.) and 200mm x 100mm x 80mm for Type 2 and 3 roundabout islands. 3. Block paving for Type 1 roundabout islands shall be bedded on compacted clean sharp sand 35mm thick underlaid with Type 1 Unbound Mixtures to S.H.W Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W Clause 804) or Type 3 (open graded) Unbound Mixtures to S.H.W Clause 805, 150mm thick. 4. Block paving for Type 3 roundabout islands shall be laid while the concrete bedding remains plastic (max. 6 hrs after batching). 5. 'Black' paving blocks shall have a black resin bonded finish. 'White' paving blocks shall have a white kerbs as specified resin bonded reflective finish with applied solid glass beads. 6. Block paving shall be supported (on edges other than the kerbside edge) by edge restraint Types 1 or 2 100 (approx.) (as shown on B 704.3), or by the edging for bituminous paving shown on B 702.1. 7. Refer to Appendix 11/1 for block paving details including edge restraint details. 8. Where blocks are laid in stretcher bond on curves, cut blocks shall be inserted where necessary so that 400 (approx.) joints on adjacent rows are no closer together than one quarter of a block length. TYPE 3 ROUNDABOUT ISLAND 9. On Type 3 roundabout islands, chevrons shall be spaced equally. The number of chevrons will depend (CHEVRON DETAILS) on the size of the roundabout, but the spacing between chevrons shall be no less than 1000mm and no greater than 1500mm. 10. Mortar shall comply with S.H.W. Clause 2402 designation (i). ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY PAVING ON EDGE OF PAVEMENT DETAILS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 ROUNDABOUT ISLANDS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 B 701.3 A3 MAY 2018 4 APR 2016 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 0mm ALL DIMENSIONSINMILLIMETRES UNLESSOTHERWISESTATED.DONOTSCALEFROMTHISDRAWING.

100 min. HB3 HB2 BN3 KERB TYPE SP2 110 min. 50 (See Note 2) 50 FULL HEIGHTKERBS KERBINGDETAIL: 200 base andbacking insitu concrete Class ST2 125mm x150mmBN 125mm x150mmHB 125mm x255mmHB 125mm x255mmSP DESCRIPTION bullnosed half battered half battered 45° splayed full heightkerbasspecified

125 25 DETAILS (HCD-700) lower sub-base(wherespecified) upper sub-base base surface andbindercourse 50mm CONSTRUCTION HIGHWAY

150 150 255 255 DIMENSIONS 100 100 125 125 125 125 75

75

12.5 - 15 - 12.5 12.5 - 15 - 12.5 SECTION EDGE OFPAVEMENTDETAILS

100 min. HB2 MISCELLANEOUS KERBS: BN3 BN3 DROPPER KERBS: WFK ='ACOWildlifeKerb'orsimilar approved(HB2Profile) SP2 SPECIAL KERBS 100mm 110 min. 50 ® ® ® ® DROPPED KERBS KERBING DETAIL: (50mm x150mm) edging TypeEFTorEBN150 BN3 =DL2(125mmx255mm/150mmlefthandDL2) SP2 =DR2(125mmx255mm/150mmrighthandDR2) HB2 =DR1(125mmx255mm/150mmrighthandDR1) BN3 =DL1(125mmx255mm/150mmlefthandDL1) EDGING DETAIL

50 200 base andbacking insitu concrete Class ST2 50 100 kerb TypeBN3oras specified otherwise 100 x 25 base lower sub-base(wherespecified) upper sub-base surface andbindercourse base andbacking insitu concrete 100 Class ST2 150mm TITLE KERBS OVERBRIDGEDECKS KERBINGDETAIL: KERBS, EDGES&CHANNELS

50 HBIA/BNIA =(125mmx225mm internal angle) HB2 QSP/QHB =(455mm/305mmx255mmQSP/QHB) QUADRANTS: SP2 TRANSITION KERBS: ANGLES: 50 ® ® (255mm x125mm) channel TypeCD 200mm CHANNEL DETAIL: TYPEG HB2 =TR(125mmx255mmrighthandTR) SP2 =TL(125mmx255mmlefthandTL) 25 200 25 deck 75 This drawing wasreproduced froma digitalsource andmaynotbe attruescale. Itistherecipient's responsibility toconfirm itsaccuracy. kerb TypeHB3 mortar 20mmthick 125 75 surface course base andbacking insitu concrete Class ST2 90 min. DRAWING NUMBER DRAWN RJP B 702.1 15. Themaximumgapbetween kerbsshallbe3mm.Anygapwiderthan3mm 14. Kerbsshallnotbecuttoalengthlessthan300mm, inaccordancewith 13. RefertoMCHWHCDsF15and16forChannel DetailTypes'A'to'F'. 12. Bondcoattoclause920shallbeappliedthecarriageway surfacein 11. Forkerblineradiiexceeding12mbutnot 20m,610mmlongstraight 10. Forkerblineradiinotexceeding12m,appropriate curvedkerbsshallbeused. 1. Allangulardimensionsareindegrees. 7. KerbreferencenumbersaredefinedinBS7263-1:2001and7263-3:2001. 9. Dimension'x'ontheDroppedKerbdetailshallbe 25mmgenerally,and6mmor 8. Quadrantsshallbespecifiedbytype,sectionradius anddepth(e.g.QHB 6. RefertoAppendix11/1orschemespecificdrawingsforthekerbingschedule. 5. MortarshallcomplywithS.H.W.Clause2404designation(i). 3. Allverticalfacesonkerbbaseandbackingshallbeformedwithshuttering. 2. Thekerbbaseshallsitdirectlyontheuppersub-baseateitheritsdesignlevelor 4. Kerbsshallbebackedupwhilethekerbbaseremainsplastic(max.6hrsafter beflashpointedwithcement mortar. BS7533-6:1999. accordancewithBS434:Part2priortothelaying ofextrudedasphaltkerbing. kerbsshallbeused. lessonpedestrianandcyclecrossings. 305/255). batching). wherenolowersub-baselayerisspecified. thicknessoftheuppersub-basebelowkerbbaseshallbe110mmor150mm lower.Theminimumdepthofkerbbaseshallbe100mmandthe NOTES CHECKED NH SHEET SIZE kerb as specified APPROVED EXTRUDED ASPHALTKERBS 200 KERBINGDETAIL: A3 kerb backing insitu Class ST2 concrete QUADRANT DETAIL AC 20mm rad.

75 ISSUE DATE ISSUE 150 150 MAY 2018 200 5 150 (QSP orQHB) adjacent kerbtype quadrant tomatch kerb as PREVIOUS ISSUES specified 4 3 2 1 FEB 2017 APR 2016 MAY 2010 FEB 2005 KEY CL 600 paved width as specified paved width as specified 600 footway/cycleway construction (refer to table below)

2.5% 2.5% 2.5%

filter drain as CONSTRUCTION FOR BITUMINOUS FOOTWAYS, CYCLEWAYS specified filter drain as specified AND COMBINED FOOTWAYS/CYCLEWAYS

filter drain as specified Construction Type Thickness Specification Notes (Type P shown) 100mm min. sub-base bed below edging Type 1: 20mm Surface Course: HRA 55/6F surf 100/150 To be used on untrafficked (footways only) (HRA 45/6F 160/220 if hand laid) footways only, where vehicle low side high side loading is not possible. PAVED AREA ADJACENT TO CARRIAGEWAY IN CUTTING 50mm Binder Course: AC20 dense bin 100/150 (160/220 binder may be used in winter when hand laying)

100mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% paved width as specified bituminous planings) to S.H.W. Clause 804 or Type 3 (open 200 PAVED AREA ADJACENT graded) Unbound Mixtures to S.H.W. Clause 805 2.5% Type 2: 20mm Surface Course: HRA 55/6F surf 100/150 5.0% TO CARRIAGEWAY ON To be used on footways and EMBANKMENT (footways and (HRA 45/6F 160/220 if hand laid) cycleways trafficked only by cycleways) light vehicles and where there 50mm Binder Course: AC20 dense bin 100/150 (160/220 binder is no risk of heavy vehicle may be used in winter when hand laying) loading.

filter drain as specified 150mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, (Type Q shown) Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805

Type 3: 20mm Surface Course: HRA 55/6F surf 100/150 To be used on footways and (footways and (HRA 45/6F 160/220 if hand laid) cycleways occasionally cycleways) trafficked by heavy vehicles. 50mm Binder Course: AC20 dense bin 100/150 (160/220 binder 500 min. paved width as specified may be used in winter when hand laying) 200 200 PAVED AREA AT BACK OF VERGE ON EMBANKMENT 225mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, 5.0% Type 2 Unbound Mixtures (if they contain at least 80% 2.5% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805

Type 4: 25mm Surface Course: HRA 55/6F surf 100/150 To be used on footways and (footways and (HRA 45/6F 160/220 if hand laid) cycleways frequently trafficked cycleways) filter drain as specified by heavy vehicles. (Type Q shown) 90mm Base: AC32 dense base 100/150 (160/220 base may be used in winter when hand laying) 100mm min. sub-base bed below edging 365mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805 CL PAVED AREA AT BACK 1250 paved width as specified 200 200 OF VERGE IN CUTTING NOTES 2.5% 2.5% 1. The material specifications for 55/6F surf., 45/6F surf. and 45/10F surf. are given in W.C.C. County Road Construction Strategy. The material specification for 55/10F surf. is given in PD 6691, Table C2A. filter drain as 2. Footways and cycleways crossing accesses shall be constructed in accordance with the relevant specified access construction requirements of B 704.2. 3. Machine laying of bituminous layers is the default option. Except for circumstances where it is not possible, cycleways and combined footways/cycleways shall be machine laid. Permission to hand lay must be sought from the Overseeing Organisation. 4. An EBN edging should be used when a soft verge is adjacent to the footway/cycleway. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FOOTWAY & CYCLEWAY CONSTRUCTION EDGE OF PAVEMENT DETAILS RJP NH AC 7 1 FEB 2005 5 APR 2016 CONSTRUCTION 2 MAY 2010 6 FEB 2017 (BITUMINOUS) DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 B 704.1 A3 MAY 2018 4 FEB 2013 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. gate width as specified

kerb type BN3 (EFT for bituminous Highway Boundary residential driveways) edging detail as specified

on B 702.1 20 surface course 200 50 binder course

KEY edging position where 300 sub-base extent of access construction footway exists within verge

TYPE 1 ACCESS DETAIL

edging detail as specified on B 702.1 30 surface course

200 70 binder course edging position where edging position where no no footway exists footway exists 100 base TYPE 2 ACCESS DETAIL

200 sub-base full height kerb kerb type BN3 dropper kerb full height kerb as specified dropper kerb (25mm upstand generally) as specified as specified as specified (0-6mm adjacent to a cycleway)

ACCESS CONSTRUCTION access width as specified (see note 1) Construction Type Thickness Specification Notes Type 1 20mm Surface Course: HRA 55/6F surf 100/150 For residential use (HRA 45/6F 160/220 if hand laid) ACCESS LAYOUT

50mm Binder Course: AC20 dense bin 100/150 (160/220 binder may be used in winter when hand laying)

300mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805 NOTES Type 2 30mm Surface Course: HRA 55/6F surf 100/150 For industrial use 1. The access width dimension shall be such that it may be constructed using a whole number of uncut dropper and (HRA 45/6F 160/220 if hand laid) bullnose kerbs adjacent to the carriageway. 70mm Binder Course: AC20 dense bin 100/150 (160/220 binder 2. The longitudinal vertical alignment of the access centerline shall be: may be used in winter when hand laying) A. a straight upward or downward gradient where the slope between carriageway channel and foot of gate posts is 5% or less. 100mm Base: AC32 dense base 100/150 (160/220 base may be used in winter when hand laying) B. a straight upward or downward gradient at 5% between carriageway channel and a point 3m in from the kerb, followed by a steeper gradient (not exceeding 10%) to the foot of gate posts where the average slope exceeds 5%. 200mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, 3. Refer to Appendix 11/1 for edging upstand specification. If no upstand dimension is specified, the surface course shall Type 2 Unbound Mixtures (if they contain at least 80% be laid flush with the top of edging. bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805 4. Filter drains beneath access construction shall be Type Q (Group F8). Refer to F 702.2 for details. 5. Bullnose kerbs laid between gateposts, shall be positioned so that the bullnose edge is facing the field.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY ACCESS CONSTRUCTION EDGE OF PAVEMENT DETAILS RJP NH AC 7 1 FEB 2005 5 APR 2016 CONSTRUCTION 2 MAY 2010 6 FEB 2017 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 B 704.2 A3 MAY 2018 4 FEB 2014 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. APPROVED LAYING PATTERNS

small triangle where specified

half paver where specified

bishops mitre where specified

one or two courses of stretcher bond as specified

kerb as specified SQUARE HERRINGBONE KERBSIDE EDGE DETAILS STRETCHER

BASKET WEAVE 45° HERRINGBONE

block on edge 25

25 block on end NOTES

50 1. Blocks, and the laying of blocks shall comply with S.H.W. Clause 1107. 50 2. Blocks dimensions shall be 200mm x 100mm x 80/65/60mm. block paving as specified block paving as specified 3. For foundation details refer to B704.5. 100 4. Block paving shall be supported (on edges other than the insitu concrete base and 100 100 insitu concrete base and kerbside edge) by edge restraint Type 1 or Type 2, or by backing Class ST2 100 backing Class ST2 the edging for bituminous paving shown on B 702.1. 5. Refer to Appendix 11/1 for block paving details including 100 100 TYPE 1 EDGE RESTRAINT edge restraint details. 6. Where blocks are laid in stretcher bond on curves, cut TYPE 2 EDGE RESTRAINT blocks shall be inserted where necessary so that joints on adjacent rows are no closer together than one quarter of a block length. 7. Stretcher bond and basket weave shall not be used on areas subject to vehicular traffic.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BLOCK PAVING: EDGE OF PAVEMENT DETAILS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 LAYING PATTERNS & EDGE RESTRAINTS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 B 704.3 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 400 x 400 x 50mm chamfered concrete Swan neck pole, paving type F50 to BS7263-1: 2001, finished black RAL 9005. natural colour transverse bonding. if specified on scheme drawings 200 x 100 x 50mm chamfered block Existing kerbs Slimline Kassel paving buff colour Slimline Kassel Existing kerbs (typically HB2) transition kerb 160mm high header bond transition kerb (typically HB2) 0.5 min Slimline Kassel kerbs

1m wide reinstatement of existing footway Varies (see Note 2)

concrete edging type EF 150

2m typical 1m 10m max 1m 400 x 400 x 50mm chamfered concrete paving type F50 to BS7263-1: 2001 buff colour transverse bonding.

PAVING DETAIL FOR BOARDING POINT WITH "SLIMLINE KASSEL" KERBS NOTES 1. Refer to B 702.1 for edge detail with HB2 type kerbs. 2. Where the footway width exceeds 4m, the maximum width of the boarding point shall be 3m. Where the footway width Existing road lane marking 100 clearance between 19000 * road markings does not exceed 4m, the boarding point width shall be as

160mm Slimline the footway width. The back edge of the boarding point shall 100 damaged or excavated carriageway shall be reinstated tie in with existing footwaylevels. Edging kerbs shall be laid 35mm Sand bed (refer to note 5) along the back edge of the paving area unless the footway boundary is formed by a wall or other structure. max 3000 * 3. Paving flags shall be bedded on Type 1 Unbound Mixtures to carriageway level 160 S.H.W Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 8 or Type 1m

131 3 (open graded) Unbound Mixtures to S.H.W. Clause 805, 150mm sub-base boarding point intermittent yellow line and 150mm thick (lower layer), and sand 35mm thick (top layer). lettering to Diag. 1025.1 4. Road marking material shall be yellow thermoplastic screed concrete Class ST2 Note: (kerb base and backing) 200 * Unless otherwise shown on the detail drawings Width of bus bay to be 3m with applied solid glass beads. or lane marking (whichever 5. Damaged or excavated carriageway along the line of new ROAD MARKING DETAIL FOR BUS BAY is the least) all vertical faces on the kerb base kerbs shall be reinstated in accordance with the longitudinal and backing shall be formed with 20 shuttering. Kerbs shall be backed jointing details shown on B 705.1. up while the base remains plastic mortar bedding Class 1: 6. The maximum length and width of the bus bay shall be 19m (max. 6 hrs after batching) 225 255 min. 10mm thick, max. 40mm thick and 3m respectively. 480 7. Carriageway reinstatement shall be in accordance with the longitudinal construction joint detail shown on B 705.1. 8. Sign to Diag. 974 to be erected on bus stop pole in conjunction EDGE DETAIL FOR BOARDING POINT WITH "SLIMLINE KASSEL" KERBS with the prohibition of stopping marking. Wording to be agreed with the Overseeing Organisation. 9. Blocks/Flags should not be cut to less than 1/3 of the original size. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BUS BOARDING POINT (QUALITY BUS CORRIDOR) EDGE OF PAVEMENT DETAILS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 WITH KASSEL KERBS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 JULY 2012 B 704.4 A3 MAY 2018 4 APR 2016 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. kiln dried jointing pre-polymer urethane sand (see note 5) paving sealant (see note 6) BLOCK/FLAG PAVING MUST NOT BE USED IN THE CARRIAGEWAY block or flag paving

200

CONSTRUCTION FOR PAVED FOOTWAYS, CYCLEWAYS AND COMBINED FOOTWAYS/CYCLEWAYS

Construction Type Thickness Specification Notes

Type A: Varies Block or flag pavers as specified on scheme To be used on untrafficked (footways only) sub-base specific drawings footways only, where vehicle 1mm permeable geotextile separator loading is not possible. 30mm Laying Course: Bedding sand (kiln dried and compacted) laying course to BS 7533-3:2005 100mm min. sub-base bed below edging 100mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% TYPICAL SECTION bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805

Type B: Varies Block or flag pavers as specified on scheme To be used on footways and (footways and specific drawings cycleways trafficked very cycleways) occasionally by light vehicles 30mm Laying Course: Rigid mortar to BS 7533-3:2005 and where there is no risk of heavy vehicle loading.

200mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805

Type C: Varies Block or flag pavers as specified on scheme To be used on footways and c/way c/way (footways and specific drawings cycleways trafficked very cycleways) occasionally by heavy vehicles. 30mm Laying Course: Rigid mortar to BS 7533-3:2005

Transverse Stretcher Bond Longitudinal Stretcher Bond 70mm Binder Course: AC20 dense bin 100/150 (160/220 binder may be used in winter when hand laying)

150mm Sub-base: Type 1 Unbound Mixtures to S.H.W. Clause 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805 c/way

Stack Bond NOTES 1. For kerbs and edgings details, refer to WCC HCD B 702.1. APPROVED FLAG PAVING PATTERNS 2. For footway/cycleway construction drainage details, refer to WCC HCD B 704.1. 3. For block paving laying patterns, refer to WCC HCD B 704.3 4. For acceptable flag paving sizes, refer to British Standard sizes detailed in BS EN1339:2003. 5. Joints shall be filled in dry conditions and when paving is completely dry to within 2mm of the paving surface. 6. The pre-polymer urethane paving sealant shall be a jointing sand stabiliser that is suitable for the installed paving units and be applied as per the manufacturers specification. The proposed sealant must be approved by the Overseeing Organisation prior to its application. 7. Blocks/Flags should not be cut to less than 1/3 of the original size. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FOOTWAY & CYCLEWAY CONSTRUCTION EDGE OF PAVEMENT DETAILS RJP NH AC 3 1 APR 2016 CONSTRUCTION 2 FEB 2017 (BLOCK & FLAG PAVING) DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) B 704.5 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. KEY

geotextile membrane (see note 1)

surface course: 20mm HRA 55/6F surf 100/150 (HRA 45/6F 160/220 when hand laying)

timber edging 25mm x 200mm binder course: 50mm AC20 dense bin 100/150 (160/220 binder may be used in winter when hand laying) timber stake 500mm x 50mm x 50mm at 1m spacings

75mm cellular confinement system (geoweb or similar) with existing ground level stone (4-20mm clean stone) (see note 2)

topsoil and grass seed on existing ground to be hand laid in the vicinity of trees

refer to scheme specific engineering drawings for details regarding proposed widths etc

NOTES 1. Geotextile membrane to be a permeable non-woven 1mm thick separator, to be agreed with the Overseeing Organisation in advance. 2. Cellular confinement system to be installed as per manufacturer's specifications. The system is to be filled with 4-20mm clean angular stone to BS EN 1342 or BS PERCENTAGES PASSING OF 4-20MM EN 12620 (see the adjacent table). CLEAN ANGULAR STONE 3. Where timber edgings/boards/stakes are to be used, a non-invasive services investigation and scan to be Sieve Size (mm) Percentage Passing carried out to avoid damage to underground services. 4. Any groundwork preparation within the vicinity of tree 40 100 roots should be restricted to the removal of loose topsoil/humus layer. Only the very top layer of organic 31.5 98-100 matter (surface vegetation, leaves, litter etc.) should be 20 90-99 removed prior to the laying of the Geotextile membrane by hand dig methods only. 10 25-70 5. All timber should be pressure treated in advance with preservatives. 4 0-15 6. Any voids in the ground should be filled with inert sharp 2 0-5 sand or any similar inert granular material. sand not to be used. 1 - 7. The ground should not be compacted or overdriven. 8. If any roots protrude when the organic material has been removed, the area needs to be made up using inert sand / granular material. 9. A method statement should be provided by the Contractor and agreed with the Overseeing Organisation before commencement of works. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED.DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FOOTWAY & CYCLEWAY CONSTRUCTION EDGE OF PAVEMENT DETAILS RJP NH AC 1 CONSTRUCTION (NO DIG OPTION) DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) B 704.6 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 'Y'

625 'X' 300 300

kerb on insitu concrete base surface course binder course and backing as specified as specified as specified

Type P (Group F7) filter drain

Type P (Group F7) filter drain position lower sub-base where capping base as specified upper sub-base where specified specified (refer to note 8) (refer to Clause 890AR) upper sub-base design thickness NOTES STRIP WIDENING SECTION THROUGH LOW SIDE OF CARRIAGEWAY 1. 45/6, 45/10, and 55/10F Rolled Asphalt surface courses shall be as specified in the contract, or where no contract specification applies, in accordance with W.C.C. County Road Construction Strategy. All regulating material shall comply with S.H.W. Series 900. 'Y' 2. Longitudinal joints in the surface course shall be saw cut. 3. Sub-base and granular fill material shall not be laid directly 300 300 'X' kerb on insitu concrete base 625 onto existing bituminous materials. Affected bituminous layers shall and backing as specified be excavated and the resultant void filled with the appropriate free surface course binder course draining granular material. as specified as specified 4. Bond coat to clause 920 shall be applied to all previously trafficked surfaces which are to be overlayed. 5. Dimension 'X' (the cut-back distance from the existing carriageway edge into existing carriageway material) shall be determined by the Overseeing Organisation following an inspection of the condition of existing carriageway materials. For the purpose of tender pricing, 2.5% always assume 500mm. 6. Dimension 'Y' (the width of new full construction) shall be determined Type P (Group F7) filter drain in accordance with the principles outlined in note 5, but shall be no less than 375mm. Where narrow sections of widening occur to the extent that bitminous materials could not be adequately compacted, Type P (Group F7) either cement bound material (approved in advance by the Overseeing filter drain position Organisation) or insitu concrete Class ST3 shall be used in lieu of base as specified upper sub-base lower sub-base where capping (refer to note 8) where specified specified bituminous binder course and/or base material.

upper sub-base design thickness (refer to Clause 7. Type P (Group F7) filter drains are shown for schematic purposes 890AR) only. Refer to Appendix 5/1 and scheme specific drawings for filter STRIP WIDENING SECTION THROUGH drain details. 8. Upper sub-base shall be Type 1 Unbound Mixtures to S.H.W. Clause HIGH SIDE OF CARRIAGEWAY 803, Type 2 Unbound Mixtures (if they contain at least 80% bituminous planings) to S.H.W. Clause 804 or Type 3 (open graded) Unbound Mixtures to S.H.W. Clause 805. 9. Longitudinal surface course joints should normally be located at the centre of the lane or at the lane edge marking. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY STRIP WIDENING & LONGITUDINAL JOINTING EDGE OF PAVEMENT DETAILS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 B 705.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. plane out existing carriageway to existing carriageway allow full depth of surface course surface profile

surface course binder course fine regulating material as specified (min. thickness 20mm that tapers down to 0mm) base binder course regulating material upper sub-base (min. thickness 50mm) base regulating material (min. thickness see note 3) lower sub-base excavate existing bituminous layers. Fill void with sub-base, or general fill material as appropriate

TYPICAL LONGITUDINAL SECTION THROUGH TRANSVERSE JOINT BETWEEN EXISTING CARRIAGEWAY AND NEW CARRIAGEWAY ON FILL

existing carriageway material to be excavated existing carriageway 300 300 surface profile

surface course binder course

base NOTES plane out existing upper sub-base bituminous material 1. 45/6, 45/10, and 55/10F Rolled Asphalt surface courses shall be as to allow for full specified in the contract, or where no contract specification applies, thickness of surface in accordance with W.C.C. County Road Construction Strategy. course and binder All regulating material shall comply with S.H.W. Series 900. lower sub-base course at the joint 2. Transverse joints in the surface course shall be saw cut. 3. The minimum laying thicknesses should be in accordance with BS 594987. 4. The remaining void beneath the surface course shall be made up with surface course regulating material just prior to the laying of the full TYPICAL LONGITUDINAL SECTION THROUGH TRANSVERSE JOINT BETWEEN thickness surface course. EXISTING CARRIAGEWAY AND NEW CARRIAGEWAY IN CUTTING 5. Sub-base and granular fill material shall not be laid directly onto existing bituminous materials. Affected bituminous layers shall be excavated and the resultant void filled with the appropriate free draining granular material. 6. Bond coat to clause 920 shall be applied to all trafficked surfaces which are to be overlaid. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY OVERLAY & TRANSVERSE JOINTING DETAILS EDGE OF PAVEMENT DETAILS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 B 705.2 A3 MAY 2018 4 APR 2016 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. permanent non-illuminated bollards type: 'Glasdon Vergemaster' with permanent non-illuminated bollards type: 'Glasdon red/white reflectors or similar Vergemaster' with red/white reflectors or similar approved by the Overseeing approved by the Overseeing Organisation, evenly Organisation, evenly spaced and spaced and positioned to achieve a clearance of positioned to achieve a clearance 450mm from kerb face of 450mm from kerb face type 2 footway/cycleway construction Y type 2 footway/cycleway construction Y in accordance with B 704.1 continuous white line to Diag. in accordance with B 704.1 continuous white line to Diag. 1012.1, 100mm wide offset 100mm 1012.1, 100mm wide offset 100mm from kerb face of build out and from kerb face of build out and 22.5° to carriageway 750mm from existing kerb face 750mm from existing kerb face 2000 1000 r = 1000mm 22.5° to carriageway

r = 1000mm 750 750

r = 305mm kerb type HB2 kerb type HB2 existing kerbs to remain or dished (QHB type kerbs) (refer to kerb base and existing kerbline (refer to kerb base and backing channel dependant on direction of backing details on B 702.1) details on B 702.1) fall TYPE 1 BUILD OUT TYPE 2 BUILD OUT

permanent non-illuminated bollards type: 'Glasdon Vergemaster' with red/white reflectors or similar approved by the Overseeing Organisation, evenly spaced and positioned to achieve a clearance kerb to kerb distance must be less than 3.1m or greater than 3.9m r = 1000mm of 450mm from kerb face Y

type 2 footway/cycleway construction 45° to carriageway in accordance with B 704.1

r = 305mm (QHB type kerbs) 750

kerb type HB2 1100mm minimum if to existing kerbline accommodate cyclists (refer to kerb base and backing details on B 702.1)

TYPE 3 BUILD OUT MINIMUM CARRIAGEWAY WIDTH

NOTES 1. Road markings shall comprise white thermoplastic screed with applied solid glass beads. 2. The surface profile of Build Outs shall match the profile of the existing carriageway. 3. Dimension 'Y' must not exceed 3.8m. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BUILD OUTS FOR ROAD NARROWINGS EDGE OF PAVEMENT DETAILS RJP NH AC 3 1 APR 2016 CONSTRUCTION 2 FEB 2017 & CHICANES DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) B 706.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. sign diag. 650.1 (see notes 3 & 4)

5000 10000 5000

HB2/SP2 kerb and surround as specified 100mm upstand on scheme drawings and B 702.1 3500 min.

125mm upstand Grassguard 160 or equivalent BN2 kerb with 25mm upstand kerbing installed permeable concrete pavers with to B 702.1 topsoil infill

TYPICAL PLAN

HB2/SP2 kerb and surround as specified pockets filled with topsoil 200 on scheme drawings and B 702.1 and grass seeded BN2 kerb with 25mm upstand

100mm min. sub-base 200mm Type 1 sub-base to 25mm kiln dried bedding sand bed below kerb S.H.W. Clause 803

NOTES

TYPICAL CROSS SECTION 1. to be Marshalls Grassgaurd 160 unless approved in advance by the Overseeing Organisation. 2. Topsoil should be filled up to 12mm from the top of the block. 3. Requirement for sign diag. 650.1 'No stopping at any time except authorised vehicles', to be confirmed with the Overseeing Organisation. 4. Specification for sign diag. 650.1 to be provided by the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED.DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY MAINTENANCE BAY EDGE OF PAVEMENT DETAILS RJP DM AC 1 CONSTRUCTION (WITH PERMEABLE CONCRETE PAVERS) DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) B 707.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. CL CL CL KEY

granular material to S.H.W. Clause 503.3(i)

underside of topsoil underside of topsoil underside of topsoil

concrete to S.H.W. Clause 503.3(iii) 300 150

150 granular material Type 1 sub-base to S.H.W. Clause 803 100 50 compacted in accordance with Clause 612, table 6/4

X X X method 6

Class 8 material to S.H.W. Clause 503.3(iv) X+300 min X+300 min X+300 min X+600 max X+600 max X+600 max

X/6 or 100 min TYPE S X/4 or 100 min TYPE Y X/4 or 100 min TYPE Z general fill material to S.H.W. Clause 505.2

CL CL CL joint filler board to S.H.W. concrete surround Clause 1015 thickness as stated in note 4.

underside of underside of underside of lower sub-base lower sub-base lower sub-base or formation level or formation level or formation level 150 150 100 100

X X X JOINT DETAIL FOR PIPE SURROUND ON TYPE Z AND Z1 DRAINS

X+300 min X+300 min X+300 min X+600 max X+600 max X+600 max

X/4 or 100 min TYPE S1 X/4 or 100 min TYPE Y1 X/4 or 100 min TYPE Z1 NOTES 1. Refer to Appendix 5/1 for pipe and bedding alternatives. 2. Dimension 'X' denotes the external diameter of the pipe. 3. The joint detail for pipe surround on Type Z and Z1 drains is for flexible joints only. 4. For pipes with a nominal diameter below 450mm, the thickness of compressible joint filler board shall be 18mm. For pipes with a nominal diameter of 450mm or greater, but not exceeding 1200mm, the thicknes of joint filler board shall be 36mm. For pipes exceeding 1200mm nominal diameter, the thickness of joint filler board shall be 54mm. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY SURFACE WATER DRAINS: DRAINAGE SS RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 BEDDING & TRENCH DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) F 701.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. CL CL CL

ground level ground level ground level X/2 X X X 75 75 100 X/3 Y Y Y KEY

Type A or C filter material to S.H.W. Clause 505 or granular TYPE G TYPE H TYPE H1 material to S.H.W. Clause 503.3(i)

Type B filter material to S.H.W. Clause 505.5 table 5/5

concrete to S.H.W. Clause 503.3(iii) CL CL CL

ground level ground level ground level 50 X/2 X X X 75 75 75 X/3

Y Y Y NOTES TYPE I TYPE J TYPE K 1. Refer to Appendix 5/1 for pipe and bedding alternatives. 2. Dimension 'X' denotes the external diameter of the pipe. 3. Pipes shall comply with the requirements for filter drain pipes in S.H.W. table 5/1. 4. Pipes shall be laid with the slots or perforations facing upwards. 5. Minimum drain width Y = X+300 for drains not exceeding 1.5m cover below finished ground level. Y = X+450 for drains exceeding 1.5m cover below finished ground level.

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FILTER DRAINS: DRAINAGE SS RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 BEDDING & TRENCH DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) SHEET 1 F 702.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. CL CL CL 75 75

ground level ground level underside of lower sub-base (or underside of upper sub-base if no lower sub-base specified) KEY Z1

Type A or C filter material to S.H.W. Clause 505 or granular X/2 100mm internal diameter UPVC or polypropylene material to S.H.W. Clause 503.3(i) pipe to BS 4962 X X

75 75 Type B filter material to S.H.W. Clause 505.5 table 5/5 X/3

Y Y 300

concrete to S.H.W. Clause 503.3(iii) TYPE L TYPE M TYPE P (GROUP F7)

turf or seeded topsoil in accordance with Appendix 5/1

formation level CL CL 75

ground level Z2 600

100mm or 160mm internal diameter UPVC or NOTES polypropylene pipe to BS 4962 1. Refer to Appendix 5/1 for pipe and bedding alternatives. 2. Dimension 'X' denotes the external diameter of the pipe. 3. Pipes shall comply with the requirements for filter drain pipes in S.H.W. table 5/1. 4. Pipes shall be laid with the slots or perforations facing upwards. Y 300 5. Minimum drain width Y = X+300 for drains not exceeding 1.5m cover below finished ground level. Y = X+450 for drains exceeding 1.5m cover below finished ground level. TYPE Q TYPE R 6. Depth of Type P filter drain Z1 = lower sub-base layer thickness+300mm. Where (GROUP F8) (GROUP F9A/F9B) no lower sub-base layer is specified Z1 = 300mm. 7. Depth of Type Q filter drain Z2 = lower sub-base layer thickness+(X+50)mm, or 600mm whichever is the greater. Where no lower sub-base layer is specified Z2 = 600mm. 8. Group F9B filter drains are the same as Group F9A (shown), except that the filter material shall continue up to ground level. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FILTER DRAINS: DRAINAGE RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 BEDDING & TRENCH DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 SHEET 2 F 702.2 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 0mm ALL DIMENSIONSINMILLIMETRES UNLESSOTHERWISESTATED.DONOTSCALEFROMTHISDRAWING. step irons

150 225 min. 375 max. 150 100

SECTION A-A 300

600 max. DETAILS (HCD-700) 50mm CONSTRUCTION C L

HIGHWAY 15 min. 50 max. (see note 9) 300 flow SECTION A

300 100mm 600mm longonupstream 65mm nominalborepipe, side ofcatchpit(seenote5) BS 5911-3andEN1917 insitu concretebaseslab invert ring precast concretechamber bedded onmortarmin.10mm precast concretecoverslab brickwork, orseatingringto min. 10mmthick max. 20mmthick, mortar bedtochambertop Class ST4 dimension belowlowestpipe outlet drain thick DRAINAGE PLAN B B 150mm not shown chamber top pipe beddingas insitu concrete ST4 surround Class specified 500 max. TITLE flow PRECAST CONCRETECATCHPITS flexible joint(seenote7) 225 A 200mm chamber diameterasspecified SECTION B-B square opening 600 C This drawing wasreproduced froma digitalsource andmaynotbe attruescale. Itistherecipient's responsibility toconfirm itsaccuracy. L 225 DRAWING NUMBER DRAWN RJP F 703.1 Catchpit Type 13. Chambercoverandframe tobeductileironClassD400,non-rocking 12. Thisdetailappliesonlytothosecatchpitswherethe distancebetweencoverlevel 11. BrickworkshallbeEnglishbondandcompriseClass Bclayengineeringbricksto 10. Catchpitsinnewcarriagewayshallberaisedtofinished roadlevelfollowing 1. PrecastconcreteshallcomplywiththerequirementsofBS59113andEN NOTES 7. FlexiblejointsadjacenttopipeconnectionsshallcomplywithS.H.W.Clause 3. Mortarshallbedesignation(i)toS.H.W.Clause2404. 9. Thechambertopshallbesetasdimensionedbelowtheadjacent: 8. Precastconcretecatchpitringsshallbeofatypemanufacturedtocomprise 6. PositioningofchamberaccesslidsandstepironstobeagreedwithOverseeing 5. 65mmdiameterpipes600mmlongshallbebuiltintocatchpitstodrainthesump 2. Refertotheschemespecificdrawings,Appendix5/1anddrainageschedule 4. Pipesshallbegroutedintocatchpitswithmortar. BSEN124:2015andHA 104/09. andcatchpitinvertleveldoesnotexceed2.0m. complywithS.H.W.Clauses2406and2412. BSEN722-3:1998and722-7:1998,bedded onmortar.Brickworkshall laying,asprescribedbyBS594987:2007clause6.9. completionofbindercourselayingandpriortocommencement ofsurfacecourse besetflushwiththecarriagewaysurface. Wherecatchpitsaretoconstructedwithinthecarriageway, thechambertopshall b.finishedgroundlevelinallotheroffcarriageway locations. withoutconcretekerbing;and a.hardshoulderorhardstrip(forvergescentralreservesoncarriageways sulphateresistingcementtoBS4027:1996. 507.15. Organisation. concretefilterdrainbeds. oftrenchesonupstreamconnections.Pipesshallbepositionedaboveany forinvertlevel,coverlevelandbranchconnectiondetails. 1917. CHECKED D C E B A NH SHEET SIZE Chamber Diameter(mm) APPROVED A3 AC 1500 1350 1200 1050 ISSUE DATE ISSUE 900 MAY 2018 5 Base SlabDiameter(mm) PREVIOUS ISSUES 4 3 2 1 APR 2016 OCT 2010 MAY 2010 FEB 2005 2000 1850 1700 1550 1400 C

L (see note 6) 15 min. 50 max. brickwork 225mm wide or seating ring to BS 5911-3 and BS EN 1917 4 no. 20mm dia bars at 112mm c/c

cover slab 6 no. 16mm dia bars at 138mm c/c 225 600 max.

brickwork 2 no. 16mm dia bars at 145mm c/c (F) or step irons positioned brick arch (one brick width thick) over 4 no. 16mm dia bars at 148mm c/c (G) at 300mm centres pipes exceeding 225mm dia.

2 no. 20mm dia bars at 145mm c/c invert level 300mm above topside of 525(F) or 825(G) base slab 300

insitu concrete base slab Class ST4 1350 (F) or 1650 (G)

825 6 no. 16mm dia bars at 138mm c/c 150

225 800 225 150 (all round)

SECTION A-A 825 425 flexible joint (see note 5) 1250 COVER SLAB AND REINFORCEMENT DETAIL

225 Catchpit Type Chamber Length (mm) Chamber Depth (mm) A A F 900 not exceeding 1500 G 1200 1500 - 2500

600 square

300 NOTES flexible joint

chamber length as specified (see note 5) 1. Refer to the scheme specific drawings, Appendix 5/1 and the drainage schedule for invert 8. Brickwork shall be English bond and comprise Class B clay level, cover level and branch connection details. engineering to BS EN 771-1:2003, bedded on mortar. 2. Mortar shall be designation (i) to S.H.W. Clause 2404. Brickwork shall comply with S.H.W. Clauses 2406 and 2412. 225 3. Pipes shall be grouted into catchpits with mortar. 9. This detail applies only to those catchpits where the distance 4. Both chamber top and step irons shall be positioned so that access will allow persons between cover level and catchpit invert level does not exceed to face oncoming traffic. 2.5m. 5. Flexible joints adjacent to pipe connections shall comply with S.H.W. Clause 507.15. 10. On reinforced concrete cover slabs: 6. The chamber top shall be set as dimensioned below the adjacent: a. reinforcement shall be positioned in the tension zone (bottom a. hard or hardstrip (for verges or central reserves on carriageways without of slab) only; flexible joint concrete kerbing; and b. concrete shall be grade 40/20, minimum cement content = (see note 5) b. finished ground level in all other locations. 325kg/m³, maximum water/cement ratio = 0.5; 150 (all round) 225 800 225 Where catchpits are to constructed within the carriageway, the chamber top shall c. reinforcement cover shall be 45mm; be set flush with the carriageway surface. d. reinforcement steel bars shall be grade 460 to BS 4449: PLAN 7. Catchpits in new carriageway shall be raised to finished road level following 2005+A2:2009; and completion of binder course laying and prior to commencement of surface course e. reinforcement steel bars shall be hooked at the ends in laying, as prescribed by BS 4987: Part 2 Clause 5.8. accordance with BS 8666:2005 and BS EN ISO 4066:2000. 11. Chamber cover and frame to be ductile iron Class D400, non-rocking to BS EN124:2015 and HA 104/09. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BRICK CATCHPITS DRAINAGE RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 F 703.2 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 'wildlife bypass' kerb insitu concrete (unless otherwise stated gully chamber top haunch Class ST4 on scheme drawings) CL finished finished 5mm recess road level road level mortar bed mortar bed 10mm thick 10mm thick min. 20mm min. 20mm thick max. thick max. (see note 6) (see note 6) brickwork brickwork

GULLY TYPE 1 2A 2B insitu concrete INTERNAL DIAMETER (mm) 450 375 375 Class ST4 insitu concrete DEPTH OF GULLY POT (mm) 900 750 900 150 dia. Class ST4 85 min.

150 dia. 85 min. (see gully type schedule) (see gully type schedule) 150 concrete bed 150 concrete bed

150 concrete surround

150 concrete surround

PRE-CAST CONCRETE CHANNEL GULLY PRE-CAST CONCRETE KERB INLET GULLY NOTES 1. Channel gully chamber top shall be grade D400 (BS EN 124). 'wildlife bypass' kerb Kerb inlet gully chamber top shall be grade GK-165 unless gully chamber top (unless otherwise stated otherwise specified in the contract documents. on scheme drawings) finished 2. Precast concrete gullies shall comply with BS 5911:2002/2004.

C 5mm recess L road level mortar bed 10mm thick 3. Channel gullies shall be raised to finished road level following min. 20mm thick max. completion of binder course laying and prior to commencement of edge of kerb brickwork surface course laying, as prescribed by BS 594987:2007 clause 6.9. 4. Brickwork shall be English bond and comprise Class B clay chamber top not shown plastic rising liner cut to engineering bricks to BS EN 771-1:2003, bedded on mortar. (see note 6) suit depth of brickwork Brickwork shall comply with S.H.W. Clauses 2406 and 2412.

50 Brickwork may require corbelling depending on the type of pot and square to circular frame. conversion section 5. Mortar shall comply with S.H.W. Clause 2404 designation (i). 450mm min. 6. The minimum depth from the top of kerb (on channel gullies) or diameter above over level (on kerb inlet gullies) to the soffit level of the gully outlet this level shall be 750mm when the connecting pipe is below carriageway (or

150 dia. outlet position shall 85 min. hardshoulder), and 600mm elsewhere. Class ST4 insitu be detailed on the concrete surround 7. The stoppers on trapped insitu cast gullies shall comply with the

scheme specific (see gully type schedule) 150mm thick min. requirements of BS 5911:2002/2004. contract drawings 8. Gully connections under carriageway shall comply with the 400mm min. requirements of either Pipe Group S7 or S8 depending on depth of

220 min. diameter above this level cover. Gully connections within 4m of the carriageway shall PLAN comply with the requirements of Pipe Group S2. Gully connections in all other locations shall comply with the requirements of Pipe PLASTIC GULLY WITH INSITU-CAST Group S3. Refer to Notes for Guidance Annex 1, or Appendix 5/1 for pipe group details. CONRETE SURROUND 9. Refer to the schedule below for gully types. 10. Plastic gullies with insitu-cast concrete surrounds may be used for channel gullies (as shown), or for kerb inlet gullies, at the discretion of the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY GULLIES: DRAINAGE RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 TYPE 1, 2A & 2B DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 F 704.1 A3 MAY 2018 4 FEB 2017 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. verge width as specified

bends where necessary

drain as specified

group S2 drain 600 min.

150mm dia. pipe

GULLY CONNECTION DETAIL connection to F 707.1

Group S3 drain

600 square rodding eye drainage system 100 150mm dia rodding eye connection pipe of similar type and strength to downstream drainage system 300mm x 300mm locking access chamber top, tapered section grade A in accordance with (where necessary) BS 5834: Part 2, bedded centrally over the rodding eye 45° bend pipe on mortar 10mm thick surrounded by concrete 500 Class ST4 100mm thick

RODDING EYE DETAIL RODDING EYE COVER DETAIL

NOTES 1. Where gullies discharge into an open ditch, a Type 3 headwall shall be constructed at the outfall. Refer to F 705.1 for details. 2. Mortar shall comply with S.H.W. Clause 2404 designation (i).

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY GULLY CONNECTIONS & RODDING EYES DRAINAGE RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 F 704.2 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. TYPE 1 - INLET HEADWALL TYPE 2 - OUTLET HEADWALL TYPE 3 - INTERMEDIATE HEADWALL DITCH LINING DETAIL

2H + X B 900 or D + 300 (whichever is the greater) 150 A C D B

150 100 min. H precast concrete paving flags 63mm

thick 150 D flow 150 75

X revetment in precast concrete section through section through A D ditch invert insitu concrete class ST4 blocks width and gradient of river bank varies C ditch invert

ELEVATION PLAN ELEVATION ELEVATION

concrete coping insitu concrete concrete coping 20 mm half grade 32/40 X insitu concrete round drip 150 grade C32/40 masonry ties at 20 mm half round drip pipe bedding 600mm x 600mm 300c/c vertically 300 min. 400c/c horizontally as specified x 63mm precast masonry ties at 1:1 Slope 100 min. 100 concrete paving 300c/c vertically pipe bedding flags 400c/c horizontally as specified 250 225 H 150 water level pipe bedding as specified river bed 650 400

175 X 500 150 75

250 concrete insitu concrete grade 32/40 insitu concrete class ST4 fillet 1000 min. 250 1400 150 reinforcement mesh type A393 to reinforcement mesh type A393 to SECTION C-C SECTION D-D SECTION A-A BS 4483:2005 with 60mm cover SECTION B-B BS 4483:2005 with 60mm cover

NOTES

1. Headwall dimensions: a. H = height of headwall from outfall invert level to top of parapet; b. X = width of ditch invert; and c. D = internal diameter of pipe. 2. The maximum height 'H' is 1200mm for Type 1 and 2 Headwalls. 3. Refer to drainage schedule in Appendix 5/1 or scheme specific contract drawings for pipe diameter and ditch side slope gradient. 4. Concrete finishes shall comply with S.H.W. Clause 2602 5. Brickwork shall be English bond and comprise Class B clay engineering bricks to BS EN 771-1:2011, bedded on mortar. 6. Brickwork shall comply with S.H.W. Clauses 2406 and 2412. 7. Mortar shall comply with S.H.W. Clause 2404 designation (i). 8. The nearest pipe joint on pipes where diameter 'D' is greater than 375mm shall be no more than 1m from the outer face of the headwall. 9. Refer to drainage schedule in Appendix 5/1 or scheme specific contract drawings for pipe diameter and ditch side slope gradient. 10. Precast concrete paving flags shall comply with BS EN 1339:2003. 11. On Type 2 headwalls, the angle between outfall pipe and direction of flow on the watercourse shall be 45° unless otherwise directed by the Overseeing Organisation. 12. The Environment Agency's approval is required where Type 2 headwalls discharge into natural watercourses. 13. All pipe sections built into headwalls shall be either vitrified clay or concrete. Refer to Table 1 in Notes for Guidance Annex 1 for details of acceptable pipe materials. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY HEADWALLS: TYPE 1, 2 & 3 DRAINAGE SS RJP AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 WITH DITCH LINING DETAIL DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2014 F 705.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. new drain existing land drain

drain as specified 600 min. 750 min.

3% min. connection to F 707.1 bends where necessary

CONNECTION OF EXISTING LAND DRAIN TO NEW FILTER DRAIN

severed land drain to be removed

severed land drain to remain 200 min.

seal with insitu concrete Class ST2 NOTES connection to F 707.1 1. Jointed perforated or slotted pipes (UPVC, concrete or vitrified clay) may be used as an alternative. 2. Pipe haunches and surrounds shall comply with S.H.W. Clause 503.3 (v). 3. The internal diameter of new pipes downstream of the connection point DETAIL SHOWING LAND DRAIN SEALED shall be no less than the internal diameter of the existing land drain. DOWNSTREAM OF FILTER DRAIN 4. Pipes shall be laid with open joints and bedded on the bottom of the trench. Backfill shall be Class 1, 2A, 2B or 2C material in accordance with S.H.W. Table 6/1 overlaid with topsoil as specified. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CONNECTION OF PERMANENTLY DRAINAGE RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 SEVERED LAND DRAINS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 F 706.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. A

600 min. 600 min.

saddles shall be saddles shall be bonded to the main bonded to the main pipe with mortar pipe with mortar

Permitted Connections flow flow Minor Pipe Dia. (mm) Min. Main Pipe Dia. (mm) 100 150 150 225 225 300 A 300 375

ELEVATION/SECTION ELEVATION/SECTION (SQUARE SADDLE) (45° OBLIQUE SADDLE)

ƒ

150 NOTES Class ST4 concrete bed and surround 1. Mortar shall comply with S.H.W. Clause 2404 designation (i). 150 2. Pipe connections shall be inspected by the Overseeing Organisation prior to the placing of concrete saddles. 3. On connections where the main pipe is of a vitrified clay type not SECTION A-A exceeding 225mm diameter, a length of pipe shall be cut out and replaced by a manufactured 'sleeve' type junction. The sleeve couplings, with their central register removed, shall be used to form a slip ring to enable the junction to be jointed to the main pipe. 4. Junction pipes should be of the type and class of material as the main pipe. 5. Junction pipes not immediately connected should be sealed in accordance with SHW Clause 508. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY CONCRETE PIPE SADDLES DRAINAGE RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 F 707.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. highway 1000 highway 1000 A

centreline of hedge = centreline of hedge = highway boundary highway boundary

1000 centreline of hedge = highway boundary

cultivated cultivated

topsoil strip topsoil strip 300

X Y 225 A 450

600 BOUNDARY HEDGE 600 PLANTING DETAILS SECTION A-A SECTION A-A (DISTURBED GROUND) (UNDISTURBED GROUND)

fenceline

centreline of hedge = highway boundary

60° 1000

NOTES 1. Dimension 'X' shall be 600mm and dimension 'Y' shall be 300mm unless specified otherwise by the Overseeing Organisation. 2. The cultivated topsoil strip shall be maintained free BOUNDARY HEDGE from weeds for a period of 3 years following completion of hedge planting. DETAIL AT FIELD GATE 3. In rural areas, hedge plant species shall be selected from those listed in the 'Warwickshire Guidelines' document for the particular geographic region that the hedge is to be planted. Copies of these documents are available for inspection upon request. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BOUNDARY HEDGE FENCES, STILES AND GATES SS RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) H 701.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. A

post (150mm x 75mm) prick post (1800mm rails (87mm x 38mm) in concrete footing x 87mm x 38mm) nailed to posts

Carriageway side 250 250

backfill 225 material 2100 225 315

115 700 750 400 A

115 300 insitu concrete 2850 Class ST2

SECTION A-A TIMBER POST AND FOUR DETAIL OF SAWN LAP JOINT RAIL FENCE FOR TIMBER TOP RAIL

2 no. 150mm x 10mm dia. round B headed galvanised steel bolts 30mm x 3mm galvanised steel with galvanised steel washers plate straps drilled to take 10mm and hexagonal nuts dia. bolts

400 80mm x 80mm timber rail lap jointed at the post 100 60

backfill 1000 115mm x 115mm material timber post 75mm x 40mm morticed timber rail scarf jointed at the post NOTES

1. Fencing shall comply with S.H.W. Series 300 and BS 1722-7: 2006, except where contradicted by this 450 500 construction detail. 300 B 2. Excavations for post footings shall have vertical sides, unless specified otherwise by the Overseeing Organisation. insitu concrete 300 Class ST2 2000 3. Backfill shall be Class 1, 2A, 2B or 2C material in accordance with S.H.W. Table 6/1 overlaid with topsoil as specified. 4. Timber shall comply with S.H.W. Clause 304. SECTION B-B TIMBER POST AND TWO 5. Prick posts shall be driven. RAIL FENCE 6. Rails for timber post and four rail fences shall be nailed (two no. nails per joint) to the post face facing away from the carriageway. Nails shall be galvanised. 7. Details of additional fencing fixtures are given in Appendix 3/1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY FENCING: TIMBER POST AND RAIL FENCES, STILES AND GATES RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 H 702.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 0mm ALL DIMENSIONSINMILLIMETRES UNLESSOTHERWISESTATED.DONOTSCALEFROMTHISDRAWING.

2100 2100

1375 1375

1270 1270

50 650 75 50 650 75

DETAILS (HCD-700) 50 50 50mm CONSTRUCTION 100 100 75 75

HIGHWAY 80 90 80 90 50 50 460 460 SECTION insitu concreteClassST2 insitu concreteClassST2 FENCES, STILESANDGATES TIMBER SINGLEFIELDGATE 100mm TIMBER DOUBLEFIELDGATE a e d U2 finish 300mm insituconcrete 300mm x surround ClassST2and fish tailedboltsocketsetin b 150mm TITLE TIMBER FIELDGATES:TYPE 1,2&3 10 200mm 170

170 c This drawing wasreproduced froma digitalsource andmaynotbe attruescale. Itistherecipient's responsibility toconfirm itsaccuracy. 170

170

170

170 DRAWING NUMBER DRAWN RJP H 703.1 1. GatesshallcomplywithBS3470:1975whereappropriate,therelevant NOTES 7. Wheredimension'c'fortheadditionalgateontimber doublefieldgatesis 5. Gatesshallbehungasshownforselfclosinggates withaselflatching 3. Ontimbersinglefieldgates,hangingsandfastenings shallcomplywith 8. Dropboltsandcatches ondoublefieldgatesshallbegalvanisedin 6. Gatesshallorientatedtoopenintothelandowner's property. 2. Allthroughtenonsshallbepeggedwith13mmdia.oakdowels. 4. TimbershallcomplywithS.H.W.Clause304. accordancewithBSEN ISO1461:2009 thoseforType1gates. 3000mmorless,thehangingstileandtopraildimensions shallmatch stoppost.RefertoMCHWHCDH33fordetails. respectively. hangingsandfasteningsshallcomplywithMCHW HCDsH30andH32 MCHWHCDsH30andH31respectively.Ontimber doublefieldgates Appendix1/15or3/1. clausesofS.H.W.Series300,andanyadditionalrequirementslistedin CHECKED NH SHEET SIZE APPROVED A3 GATE TYPE TIMBER DOUBLEFIELDGATE AC DESCRIPTION OFTIMBERMATERIALS braces (housedintoprail) under rails hanging stile hanging post shutting stile shutting post top rail 2 3 1 ISSUE DATE ISSUE GATE TYPE TIMBER SINGLEFIELDGATE DIMENSION 'a'(mm) MAY 2018 2 3 1 4 DIMENSION 'd'(mm) 3600 3000 4200 PREVIOUS ISSUES 3 2 1 APR 2016 MAY 2010 FEB 2005 DIMENSION 'c'(mm) 1200, 1625,3000,3600,or4200 1200, 1625,3000,or3600 1200, 1625,or3000 125 x75forgateTypes2and3 100 x75forgateType1 125 x75forgateTypes2and3 100 x75forgateType1 175 x2100long (all taperingto75x75) 75 x 75 x 75 x DIMENSIONS (mm) 200 x2100long 3600 3000 4200 DIMENSION 'e'(mm) Note: b=(a+c+60)mm Note: d=(e+100)mm 3500 2900 4100 0mm ALL DIMENSIONSINMILLIMETRES UNLESSOTHERWISESTATED.DONOTSCALEFROMTHISDRAWING. see note8 for ductlimits b

200 c 100 GROUP D1 surfacing &binder upper sub-base a specified filter drainas base 100 500 DETAILS (HCD-700) 100 50mm CONSTRUCTION HIGHWAY (see note6) formation level

SECTION ALONGSERVICEDUCT 100 100

150 min. (see note 6) footway SECTION

b UNDERGROUND CABLE DUCTS

100mm 300 150 100 GROUP D2 a 100 625 100 'DUCT BELOW'orotherwisein accordance withtherequirements of theServiceAuthority tape 150mmx10gaugemarked yellow polytheneidentification see note8 for ductlimits 150mm 100 100 TITLE

350 PROTECTION OFEXISTINGSERVICES KEY NEW SERVICEDUCTS& 200mm Class 8materialtoS.H.W.Clause503.3(iv) concrete toS.H.W.Clause503.3(iii) sand protection granular materialtoS.H.W.Clause503.3(i) general fillmaterialtoS.H.W.Clause505.2 topsoil (wherespecified) This drawing wasreproduced froma digitalsource andmaynotbe attruescale. Itistherecipient's responsibility toconfirm itsaccuracy.

75 min. 150 varies UNDER CARRIAGEWAY SERVICE PROTECTION 150 type 1sub-basematerial DRAWING NUMBER DRAWN formation level RJP I 701.1 150 CHECKED NH SHEET SIZE NOTES 12. RefertoAppendix5/2and/ortheschemespecific drawingsforduct 11. Theminimumclearancebetweentheoutersurface ofductsand 10. RefertoMCHWHCDI1formarkerblockdetails. 1. Ductsshallbemanufacturedfrom,UPVCorasuitablealternative 7. Uppersub-baseshallbeType1UnboundMixturestoS.H.W 9. GroupD1ductsshallextendtotheedgeofcapping layerwhereno 5. Dimension'c'representsthedesignthicknessofbase. 3. Dimension'a'representstheexternaldiameterofduct. 8. Wherenolowersub-baselayerisspecified,theuppersurfaceof 6. ConcreteprotectiononGroupD1ductsshallextenduptoformation 2. RefertoAppendix5/2fordetailsofpermissiblealternativematerials. 4. Dimension'b'representstheminimumcoverrequirementof multi-wayductconfigurations. sameprinciplesshown inthisdetailfortwo-wayductsapplyto numbers,ductconfigurations,diametersand ductlocations.The existingdrains,serviceapparatusandthelikeshall be100mm. dimension. thebackoffootway(wherespecified),whichever is thegreater filterdrainisspecified,otherwise500mmbeyond the filterdrainorto sub-formationlevel. concreteprotectiononGroupD1ductsshallbeflush with UnboundMixturestoS.H.WClause805. bituminousplanings)toS.H.WClause804orType3(opengraded) Clause803,Type2UnboundMixtures(iftheycontainatleast80% levelandachieveaminimumthicknessof150mm. shallbenolessthan100mm. 650mminthecarriagewayor450mmfootway/verge. relevantServiceAuthority.Dimension'b'shallbenolessthan materialspecifiedbytherelevantServiceAuthority.

APPROVED 75 min. 150 varies 150 A3 AC SERVICE PROTECTION 150 UNDER VERGE ISSUE DATE ISSUE MAY 2018 5 ground level 150 PREVIOUS ISSUES 4 3 2 1 APR 2016 FEB 2013 MAY 2010 FEB 2005 fixing point to secure varies (see note 2) rising frame to chamber B125 composite cover 80 reinstatement of paved rising areas (note 9) or verge frame

condition (note 10) 150 150

extra deep insitu galvanised 155 steel frame concrete (see note 3) surround class ST4 155

raising backfill insitu sections concrete surround

class ST4 155 114

duct entry sections 155

12mm LDPE base with pre-drilled 150 100mm soakaway

100mm drainage duct TYPICAL SECTION THROUGH ACCESS CHAMBER

varies (see note 2)

insitu concrete surround class ST4 NOTES 1. Units shall be NAL 'STAKKAbox' type unless approved in advance by the Overseeing Organisation. 2. Internal opening dimensions shall be 300mm x 300mm (Type 3), varies (see note 2) 450mm x 450mm (Type 2), 600mm x 450mm (Type 1) or 600mm x 600mm (Type 0) as specified on the scheme specific drawings. 3. The frame type shall be EN 124 B125 black antislip composite cover (SRV > 80). Frame shall be galvanised steel raising frame provide with 85 mm bedding depth for surrounding surface course to frame flange. The frame shall be fixed to the chamber wall with 4 x 8mm coach bolt. 4. All composite lids to be secured by fixing screws on completion. 5. Pre-formed ring sections may be added to achieve minimum duct cover as specified in key on scheme specific drawings. 150 6. Maximum chamber depth under ground to be 885mm (5 x 155mm + 110mm). 150 7. All empty access holes must be filled with matching plugs. 8. Sections shall NOT be cut out to accommodate additional ducts. Contact Overseeing Organisation for advice. PLAN VIEW SHOWING DUCTS 9. Refer to B 704.1 for details. ENTERING CHAMBER 10. Insitu concrete to be continued to ground level in verge condition, with U2 finish. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY ACCESS CHAMBERS FOR SERVICE DUCTS UNDERGROUND CABLE DUCTS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 I 702.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. surface course (see note 6) binder course binder course surface course existing 40 existing surface of 60 60 existing road surface paved area varies

75 75 75 75 base base footway or cycleway 210 210 construction as specified varies upper sub-base upper sub-base 150 150

75 75 pipe/duct bedding and lower lower backfill as specified

sub-base 350 sub-base 350

trench width as specified 75 75

pipe/duct bedding and pipe/duct bedding and TYPE 5 DETAIL backfill as specified backfill as specified (PAVED AREAS)

trench width as specified trench width as specified

TYPE 1 DETAIL TYPE 2 DETAIL

existing road surface surface course (see note 6) binder course existing road surface 40 base 60 210

upper sub-base 75 150 75 75 cement bound

lower material Class 450

sub-base 350 CBM 3 NOTES 75 75 1. Pavement materials shall be as specified in Appendix 7/1, or where no contract specification applies, in accordance with W.C.C. County pipe/duct bedding and pipe/duct bedding and Road Construction Strategy. backfill as specified backfill as specified 2. Longitudinal joints in the surface course shall be saw cut. 3. In narrow trenches where bituminous materials cannot be adequately

trench width as specified trench width as specified compacted, cement bound material (Class CBM 3) shall be used in lieu of granular sub-base, bituminous base and binder course material as appropriate. TYPE 3 DETAIL TYPE 4 DETAIL 4. For measurement purposes, the trench width shall be the minimum permitted for the specified type of drain, duct or other service. 5. Where applicable, alterations to the thickness of materials will be detailed in Appendix 7/2. 6. Where hot rolled asphalt surface courses are specified, the thickness of surface course may be increased up to a maximum of 50mm. In this instance, the thickness of binder course will be reduced to 50mm. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TRENCH REINSTATEMENT IN CARRIAGEWAYS MISCELLANEOUS SS RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 & PAVED AREAS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) K 701.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. 205 52

2000 POST CTRS (refer to note 3) 50x10 RSF FLATS 52

70 100

footway surface and binder course to B 704.1 ST5 concrete 900 336 300 1300 150 ground level

450 footway surface and footway surface and binder course to B 704.1 binder course to B 704.1 250 400

RS 50X50 SOCKETED OPTION 300 50x50 RHS INFILLS: RAILS: 12X12mm Sq 70x8 RSF concrete class ST2

TYPE 1 PEDESTRIAN GUARDRAIL LAYOUT NOTES

1. Guardrailing to be Alpha Rail Ltd. 'Optirail' or similar approved. 2. Pedestrian guardrails shall be of steel manufacture and have a hot dip galvanised black finish (RAL 9005). 3. Shorter panels may be used subject to approval from the Overseeing Organisation. TYPE PANEL PANEL LAYOUT OPTIMUM SIGHT ANGLE USAGE 4. Infilling panels (not 'Optirail') shall consist of vertical bars. 1 standard as shown not applicable general 5. Pedestrian guardrail shall be set back from the kerb for use on straight roads with face 450mm (min.) 600mm (max.). 2 V2 2.5° - 5.0° moderate to high speeds 6. V2, V4 and V8 panels refer to the range of 'Optirail' for us on straight roads with low to panel alternatives. 3 V4 5.0° - 14.0° moderate speeds and curves 7. The need for non-standard parts to overcome tight for use on curves with a 15m horizontal radii or steep vertical gradients shall be 4 V8 exceeding 14.0° radius or less determined from the scheme specific drawings. 8. The posts and panels shall be separate units. 9. Where pedestrian guardrail is to be fixed to the top of a STANDARD TYPES concrete wall to act as a parapet, anchorage and fixing details will be shown on scheme specific drawings. 10. For maintenance reasons RS 50x50 sockets may be required. This will be at the discretion of the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY PEDESTRIAN GUARDRAILS MISCELLANEOUS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 K 702.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. footway

refuge beacon to be Simmonsigns (see note 4) 70 refuge beacon to be Simmonsigns pole banding in accordance with LED Modubel, white in colour, in pole banding in LED Modubel, white in colour, in Chapter 4 Fig 23.1 of the Traffic accordance with Chapter 4 Fig 23.1 insitu concrete accordance with accordance with Chapter 4 Fig 23.1 Signs Manual of the Traffic Signs Manual surround class ST5 380 Chapter 4 Fig 23.1 of the Traffic Signs Manual of the Traffic Signs Manual 2 no. 600mm Dia. internally 600 2 no. 600mm Dia. internally Lit LED Simmonsigns Invinca *1300mm if Lit LED Simmonsigns Invinca to sign diag. 610 installed in to sign diag. 610 retention socket system existing carriageway (refer to detail) retention socket system construction material (refer to detail) access chamber (see note 10) 100 2100 2100 access chamber 850* mains powered mains powered bollard (refer to K 703.7) (refer to K 703.7) RS140 RETENTION SOCKET SYSTEM WITH TEE BASE OR SIMILAR APPROVED

NOTES 1. Refer to B 702.1 for kerbing details. kerb type HB2 quadrant type QHB tactile blister paving footway construction 2. Dropper kerb Types DR1 and DL1 shall be cut to form a (radius 2000mm) (radius 305mm) (see note 4) kerb type HB2 kerb type HB2 kerb type HB2 vertical joint with adjacent Type HB2 kerbs. (radius 2000mm) (straight) (radius 2000mm or 1000mm 3. Type BN3 kerbs shall be laid with a maximum upstand of where refuge is minimum width) 6mm above carriageway. 4. Refuge islands shall be of Type 1 footway construction. Refer to B 704.1 for details. footway construction 5. Tactile blister paving shall be buff in colour, unless stated (see note 4) otherwise, and shall comprise 400mm x 400mm x 50mm precast concrete paving bedded on 25mm moist 2000 (1500 min.) 1500 (1200 min.) quadrant type QHB sand/cement mortar (3:1), joints filled with 4:1 mix to within (radius 305mm) duct crossing 2mm of the paving surface. Paving shall be Type A as kerb type BN3 (see note 7) defined in Fig. 2 of the Department of Transport's kerb type HB2 (0-6mm upstand) 'Guidance on the use of Tactile Paving Surfaces'.

125 3815 (3430 min.) (straight) 6. Alternative proposals to the pole mounting system shown 2600 (2300 min.) 2600 (2300 min.) 2800 (2400 min.) on this detail shall be approved in advance by the REFUGE WITH MAINS POWERED Overseeing Organisation. BOLLARDS AND SIGNS 7. Duct crossing shall comprise 1 No. 100mm internal diameter high density polyethylene, smooth single wall orange service duct, across carriageway in concrete surround with drawcord (minimum cover 600mm). Refer to I 701.1, Notes for Guidance Annex 1 and Appendix 5/2 for kerb type HB2 kerb type DR1 kerb type BN3 kerb type DL1 kerb type HB2 type DL1 BN3 kerb (laid BN3 kerb (laid type DR1 duct group details. transition kerb as transition) as transition) transition kerb 8. For details on mains powered bollards see drawing K 703.7 9. Pedestrian refuges narrower than 2000mm shall only be footway regraded HB2 kerb BN3 kerbs HB2 kerb provided in locations where the full 2000mm cannot be duct crossing to follow profile of (see note 7) dropper kerbs achieved. and paving flags 10. Access chamber units shall be NAL 300x300mm back of footway tactile blister paving STAKKAbox unless approved in advance by the gradient to be no type BN3 kerb cut to carriageway laid flush to top of BN3 kerb, steeper than 1:20 form parallel joint with tolerance +0 / -6mm. ie carriageway Overseeing Organisation. Refer to I 702.1 for details. adjacent kerb cannot be above top of kerb 11. The frame type shall be EN 124 B125 black anti-slip composite cover. Frame shall be galvanised steel raising PEDESTRIAN REFUGE KERB DETAILS TO ACHIEVE frame provide with 85mm bedding depth for surrounding WITH MAINS POWERED GRADIENT OF 1:11 OR FLATTER surface course to frame flange. Additionally the frame BOLLARDS AND SIGNS shall be fixed to the chamber wall with 4 x 8mm coach bolt. 12. Composite lids to be secured by fixing screws on completion. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TYPE 1 REFUGES & PEDESTRIAN REFUGES: MISCELLANEOUS SL RJP AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 WITH MAINS POWERED BOLLARDS & SIGNS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 K 703.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. flexible bollards with flexible bollards with 'Keep 'Keep Left' sign to dia. Left' sign to dia. 610 610

quadrant type QHB tactile blister paving kerb type HB2 kerb type HB2 (radius 305mm) (radius 2000mm) (straight) kerb type HB2 (radius 2000mm or 1000mm where refuge is minimum width) footway construction (see note 4) footway construction (see note 4)

quadrant type QHB 2000 (1500 min.) 1500 (1200 min.) (radius 305mm)

kerb type BN3 (0-6mm upstand)

125 3815 (3430 min.) 2300 2800 (2400 min.) 2300

REFUGE WITH FLEXIBLE SOLAR BOLLARDS kerb type HB2 kerb type DR1 kerb type BN3 kerb type DL1 kerb type HB2

type DL1 BN3 kerb (laid BN3 kerb (laid type DR1 transition kerb as transition) as transition) transition kerb

footway regraded to follow profile of HB2 kerb BN3 kerbs HB2 kerb dropper kerbs and paving flags back of footway tactile blister paving gradient to be no steeper than 1:20 type BN3 kerb cut to carriageway laid flush to top of BN3 kerb, form parallel joint with tolerance +0 / -6mm. ie carriageway adjacent kerb cannot be above top of kerb

PEDESTRIAN REFUGE KERB DETAILS TO ACHIEVE WITH FLEXIBLE SOLAR BOLLARDS GRADIENT OF 1:11 OR FLATTER

NOTES 1. Refer to B 702.1 for kerbing details. 5. Tactile blister paving shall be red at controlled crossings, otherwise buff in colour. 2. Dropper kerb types DR1 and DL1 shall be cut to form a vertical joint with Tactile blister paving shall comprise 400mm x 400mm x 50mm precast concrete adjacent type HB2 kerbs. paving bedded on 25mm moist sand/cement mortar (3:1), joints filled with 4:1 mix 3. Type BN3 kerbs shall be laid with a maximum upstand of 0-6mm above to within 2mm of the paving surface. Paving shall be Type A as defined in Fig. 2 carriageway. of the Department of Transport's 'Guidance on the use of Tactile Paving Surfaces'. 4. Refuge islands shall be of Type 1 footway construction. Refer to B 704.1 for 6. For details on flexible bollards see drawing K 703.6 details. 7. Pedestrian refuges narrower than 2000mm shall only be provided in locations where the full 2000mm cannot be achieved. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TYPE 2 REFUGES & PEDESTRIAN REFUGES: MISCELLANEOUS RJP NH AC 5 1 FEB 2005 CONSTRUCTION 2 MAY 2010 WITH FLEXIBLE SOLAR BOLLARDS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 K 703.2 A3 MAY 2018 4 APR 2016 0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. footway refuge beacon to be Simmonsigns refuge beacon to be Simmonsigns (see note 4) 70 LED Modubel, white in colour, in pole banding in accordance with LED Modubel, white in colour, in pole banding in accordance with Chapter 4 Fig 23.1 accordance with Chapter 4 Fig 23.1 insitu concrete accordance with Chapter 4 Fig 23.1 of the Traffic of the Traffic Signs Manual of the Traffic Signs Manual surround class ST5 380 Chapter 4 Fig 23.1 Signs Manual of the Traffic Signs Manual 2 no. 600mm Dia. internally 2 no. 600mm Dia. internally 600 *1300mm if Lit LED Simmonsigns Invinca Lit LED Simmonsigns Invinca installed in to sign diag. 610 to sign diag. 610 existing carriageway construction retention socket system retention socket system material (refer to detail) (refer to detail)

access chamber (see note 10) 100 2100 2100 access chamber 850* flexible non-illuminated flexible non-illuminated keep left bollard keep left bollard RS140 RETENTION SOCKET SYSTEM WITH DUCKFOOT BEND OR SIMILAR APPROVED

NOTES 1. Refer to B 702.1 for kerbing details. kerb type HB2 quadrant type QHB tactile blister paving footway construction kerb type HB2 2. Dropper kerb types DR1 and DL1 shall be cut to form a (radius 2000mm) (radius 305mm) (see note 4) (radius 2000mm or 1000mm vertical joint with adjacent type HB2 kerbs. kerb type HB2 kerb type HB2 where refuge is minimum width) 3. Type BN3 kerbs shall be laid with a maximum upstand (radius 2000mm) (straight) of 6mm above carriageway. 4. Refuge islands shall be of Type 1 footway construction. Refer to B 704.1 for details. footway construction 5. Tactile blister paving shall be buff in colour, unless (see note 4) stated otherwise, and shall comprise 400mm x 400mm x 50mm precast concrete paving bedded on 25mm quadrant type QHB 2000 (1500 min.) 1500 (1200 min.) moist sand/cement mortar (3:1), joints filled with 4:1 mix (radius 305mm) to within 2mm of the paving surface. Paving shall be duct crossing Type A as defined in Fig. 2 of the Department of kerb type BN3 (see note 7) Transport's 'Guidance on the use of Tactile Paving kerb type HB2 (0-6mm upstand) (straight) 125 3815 (3430 min.) Surfaces'. 2600 (2300 min.) 2800 (2400 min.) 2600 (2300 min.) 6. Alternative proposals to the pole mounting system shown on this detail shall be approved in advance by REFUGE the overseeing organisation. WITH FLEXIBLE SIGNAGE 7. Duct crossing shall comprise 1 No. 100mm internal AND BEACON diameter high density polyethylene, smooth single wall orange service duct, across carriageway in concrete surround with drawcord (minimum cover 600mm). Refer kerb type HB2 kerb type DR1 kerb type BN3 kerb type DL1 kerb type HB2 to I701.1. Notes for Guidance Annex 1 and Appendix 5/2 for duct group details. type DL1 BN3 kerb (laid BN3 kerb (laid type DR1 8. For details on flexible bollards see drawing K 703.6 transition kerb as transition) as transition) transition kerb footway regraded 9. Pedestrian refuges narrower than 2000mm shall only be duct crossing to follow profile of provided in locations where the full 2000mm cannot be (see note 7) dropper kerbs HB2 kerb BN3 kerbs HB2 kerb achieved. and paving flags 10. Access chamber units shall be NAL 300x300mm back of footway tactile blister paving gradient to be no STAKKAbox unless approved in advance by the steeper than 1:20 Overseeing Organisation. Refer to I 702.1 for details. type BN3 kerb cut to carriageway laid flush to top of BN3 kerb, 11. The frame type shall be EN 124 B125 black anti-slip form parallel joint tolerance +0 / -6mm. ie carriageway composite cover. Frame shall be galvanised steel with adjacent kerb PEDESTRIAN REFUGE cannot be above top of kerb raising frame provide with 85mm bedding depth for WITH FLEXIBLE SIGNAGE KERB DETAILS TO ACHIEVE surrounding surface course to frame flange. Additional AND BEACON the frame shall be fixed to the chamber wall with 4 x GRADIENT OF 1:11 OR FLATTER 8mm coach bolt. 12. Composite lids to be secured by fixing screws on completion. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TYPE 3 REFUGES & PEDESTRIAN REFUGES: MISCELLANEOUS SL RJP AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 WITH FLEXIBLE BOLLARDS & DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 OCT 2010 MAINS POWERED SIGNS K 703.4 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. replaceable solar panels (solar bollards only)

yellow DG3 vinyl (side) 300mm diameter Sign face to relevant sign diagram

APPROVED SUPPLIERS

yellow DG3 vinyl Solar bollards Pudsey Diamond - Solaboll yellow DG3 vinyl (rear) Reflective bollards Pudsey Diamond - Visaboll - with ground cage Simmonsigns Ltd. - Weebol - with rebated base

insitu ST4 concrete reinstatement of paved areas (note 5) with U2 finish or verge condition (note 6) fixed base (align correctly with direction of traffic) cast-in cage and/or battery box

NOTES

1. All bollards to conform to BS EN 12767 and BS 84423.

300 2. All bollards to have front, rear and side reflective material. 3. All solar bollards to have 5 year minimum battery guarantee. 4. Type of bollard to be discussed and agreed with Warwickshire County Council Street Lighting Section prior to installation (see

50 guidance below).

Examples of locations which require illuminated type - i) Refuges where no other equipment is installed. ii) Splitter islands at (not plain face type). 100 100 Examples of locations which can be non-illuminated type - i) Refuges with traffic signals poles installed. ii) Refuges where there is a refuge beacon installed and a lit keep left arrow (diag 610) is attached to the beacon post. iii) All plain face type bollards.

5. Refer to B 704.1 for details. 6. Insitu concrete to be continued to ground level in verge condition, with U2 finish. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BOLLARDS: MISCELLANEOUS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 SOLAR AND UNLIT DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 K 703.6 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. cable gland for supply entry

setback (note 5) plug to be removed 100mm thick maximum and replaced with setback reinstatement of paved secondary gland in (note 5) areas (note 3) or case of a looped verge condition (note 2) service APPROVED SUPPLIERS

300mm type: Simmonsigns - Global LED baselight fitted with Simbol shell with 230V incoming supply.

600mm type: cable duct(s) Simmonsigns - Global LED base light fitted U1 Finish (note 6) with Contour shell with 230V incoming supply.

insitu mix ST2 concrete min. 150

150 150

4 No. M16 x 60 long indented bolts to secure base to concrete foundation 600 min. NOTES 600 min. 1. Bollard shell type and details are specified in Appendix 12/1. 2. Insitu concrete to be continued to ground level in verge condition, Finish U2. 3. Reinstatement of footways and paved areas are described in Appendix 7/2. 4. Identification markings are to be a 65mm high black number on a yellow background fixed to the rear of the shell. 5. A minimum setback of 500mm is required from bollard face to traffic face of kerb in all directions unless agreed with the Overseeing Organisation. 6. Cable duct or ducts to terminate as close to the cable entry point as is practicable. Exposed cable to be laid on a sand bed and surround. 7. Shells to be bolted to base light. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY BOLLARDS: MISCELLANEOUS SS RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 MAINS POWERED DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) K 703.7 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. SIGN level ground FACE See note 21 NOTES X 1. Mounting heights ('X') shall be as per the scheme's traffic signs schedule. c/way 2. Signs shall be manufactured to: the current parts of BS EN 12899:2007 and BS EN 12899-1:2007, 'The Traffic Signs Regulations and General Directions', and 'The post post dia. Traffic Signs Manual'. dia. 3. Sign faces shall be manufactured from 3.0mm thick sheet aluminium unless stated SIGN embankment otherwise. FACE 4. Stiffening or framing shall be off aluminium angle or channel to BS 873 : Part 6, 1983. See note 21 5. All signs shall be single sided unless scheduled otherwise. ground level ground level 6. Stiffening or framing shall be of aluminium angle or channel to BS EN 12899-1: 2007. X 7. Non-reflective signs shall be screen printed onto a suitable non-reflective material approved c/way in advance by the Overseeing Organisation. 8. Reflective signs Class 1 and 2 shall be as defined in BS EN 12899-1: 2007. 150 150 9. Internally illuminated bollards shall be of a suitable type approved in advance by the overseeing organisation. 10. Externally lit signs to be Simmonsigns LUA LED type or LUB Mk-T 2 x 11w PLL or similar concrete cutting SIGN surround cable entry approved. FACE class ST2 slot 11. All external lighting units shall be fitted with photo-electric control of a type approved in See note 21 advance by the Overseeing Organisation except units on 'Keep Left' (Diag. 610) and 'Turn b

'b' concrete Left' (Diag. 609) signs, which must be continuously energised. surround X 12. External lighting units that are to be in accordance with the Traffic Signs Manual: Chapter 11, class ST2 Appendix VI, Table 1 shall be approved in advance by the Overseeing Organisation and c/way fitted with power factor correction to not less than 0.85 LAG. 13. All necessary stub posts, conduits and fixings shall be supplied. 14. Where required, cover or blanking plates shall be fixed with 5mm dia. stainless steel bolts, MOUNTING OF LARGER SIGNS 75 150 min washers and nuts, with a 5mm thick by 12mm dia. plastic distance piece between the sign 'a' a face and plate. 15. Door opening 425 x 100 minimum. (Lit signs only) BASE DETAIL FOR TUBULAR BASE DETAIL FOR TUBULAR 16. Hole to be formed in concrete to line up with cable entry slot of column. (Lit signs only) 17. Except where otherwise stated in Appendix 13/1 doors to base compartment shall face away STEEL POST STEEL POST WITH WIDE BASE See note 21 from oncoming traffic. (Lit signs only) FOR LIGHTING CONNECTION 18. Identification markings are to be a 65mm high black number on a yellow background fixed to Base dimensions 'a' & 'b' as specified. Surface to be reinstated to match surrounding ground (dimension 'a' may the post below the sign plate. (Lit signs only) X PLANTING DEPTH AND BASE DETAILS be circular or square). 19. Post and Footing Notes: Post dia Dimension 'a' Dimension 'b' Non-passive standard posts and foundations c/way small base 76 350 525 Planting depth, outside diameter of post, and footing dimensions 'a' and 'b' shall be as large base 76 1000 700 specified on the traffic signs schedule. Dimension 'a' may be either circular or square. 89 1200 700 The void above the upper surface of the footing shall be backfilled or reinstated to match 114 1400 900 existing conditions.The surface finish for posts shall be as scheduled. See note 21 Blanking or cover plates 16 swg aluminium Passive posts and foundations for either steel or aluminium substrates All posts and foundations for passive posts shall be as scheduled.

X 20. Butting clamps MUST be used on all multi-panel signs. Butting clamps must be fitted at the ends of each sign and also one between each set of posts. c/way 21. Signs should be set at least 450mm from the edge of the carriageway. This should be increased to 600mm where there is a severe camber or crossfall and where signs are MOUNTING OF SMALLER SIGNS POST AND FOOTING DETAIL mounted on the central reserve of dual carriageways. On high-speed dual carriageway roads the clearance should be at least 1200mm and where there is a hardened verge the nearest edge of the sign should be not less than 600mm behind the edge of the hardening. 22. Posts located on a cycleway should be provided with a white visibility band 150mm deep at a height of between 1400-1600mm above ground. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TRAFFIC SIGNS: MISCELLANEOUS RJP NH AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 FABRICATION & MOUNTING DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 APR 2016 K 704.1 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. NOTES 1. Sign board faces shall be manufactured from a material approved in www.roadworks.org 200 County Council "TYPE OF advance by the Overseeing Organisation. Corners shall be rounded off County Council in accordance with the TSRGD. "SHORT SCHEME NAME" WORK" 2. The size of the Warwickshire County Council logos shall be sized such that they match approximately, the proportions of the sign faces shown Completion expected on this detail. Work starts 3. The height of the triangular warning sign on sign boards Type B and C "Month 20 " y shall be 600mm.

891 here

1355 4. Colour and picture image for the triangular warning sign (Diag. 7001) and Contractor - "N E Contractor" " Month" 'End' lettering shall be in accordance with the TSRGD. for weeks 5. The Warwickshire County Council logos shall be green in colour to RGB Emergency Telephone 'R20 G127 B84'. The logo background shall be white in colour to RGB "TELEPHONE NUMBER" 'R241 G242 B234'. Permit number Delays possible 6. Colour, text style, text size, and picture image details for the Warwickshire County Council logo will be supplied by the Overseeing 200 "PC / - / " Organisation upon request. x 7. The text style for lettering other than that which forms part of a logo shall 1500 SIGN BOARD TYPE B be as per the TSRGD. 8. The background to sign board Type A shall be red in colour to RGB SIGN BOARD TYPE A (ADVANCED WARNING SIGN) 'R227 G24 B55' and blue in colour to RGB 'R0 G121 B193'. The (PEDESTRIAN SCHEME INFORMATION BOARD) background to sign board Types B and C shall be yellow in colour to RGB 'R255 G210 B0'. 9. Lettering other than that which forms part of a logo on sign board Type A Sorry shall be white in colour to RGB 'R241 G242 B234'. Lettering other than SIGN BOARD SIZES that which forms part of a logo on sign board Types B and C shall be black in colour to RGB 'R47 G47 B48'. SPEED LIMIT ON ROAD WHERE for any TYPE B TYPE D 10. The x-height for 'End' lettering on sign board Type C shall be 80mm. The SIGN IS TO BE ERECTED x-height for other lettering on this sign board shall be 100mm. x = 1565mm x = 600mm delay 11. Signs shall be mounted at a height of 1.0m where visibility criteria can be Up to 30 mph 1070 min. y = 1235mm y = 600mm satisfied and where no of a footway is obstructed. All other boards shall be mounted at a height of 2.1m (footway) or 2.3m (cycleway). x = 1718mm x = 900mm 40 mph and over County Council 12. Post mounted boards shall be mounted on 2 no. posts (88.9mm O.D. y = 1316mm y = 900mm 5mm thick S275 steel circular sections) with 850mm spacing, planted at a depth of 1050mm. Refer to K 704.1 for sign footing details. Footing SIGN BOARD MOUNTING METHODS dimensions 'a' and 'b' shall be 500mm and 975mm respectively. Fixing to be by 3 no. 3mm small aluminium channels. All posts shall be supplied 1500 min. SPEED LIMIT ON ROAD WHERE with end caps, base plates and all other necessary fittings. SIGN IS TO BE ERECTED TYPE A TYPE B TYPE C TYPE D SIGN BOARD TYPE C 13. 'Type of Work' text on sign board Type B shall be approved in advance Steel Steel Steel Square by the overseeing organisation. Up to 40mph Posts* Posts* Posts* A-Frame (END OF WORKS SIGN) 14. Descriptions or dates which may change over the course of the construction period, shall be displayed in lettering which can be removed 50 mph and over Quick-Fit Quick-Fit Quick-Fit Square and replaced without damaging the remainder of the sign board. Frame Frame Frame A-Frame 15. It is the Contractor's responsibility to update descriptions or dates during *Quick-Fit Frames may be used with prior permission from the Overseeing Organisation County Council the construction period if they change. All alterations must be approved Highways y in advance by the Overseeing Organisation. SIGN TEXT X-HEIGHT 01926 16. On sign board Type B 'Delays possible' may be varied to 'Use alternative route' or 'Delays likely' as appropriate. SPEED LIMIT ON ROAD WHERE SIGN A SIGN A 412515 SIGN B SIGN C SIGN D 17. On sign board Type B, example acceptable start date formats are: SIGN IS TO BE ERECTED (RED) (BLUE) '31 January', 'January' or 'Spring'. 'weeks' may be amended to 'months'. Up to 30 mph 50mm 35mm 60mm 100mm 50mm x 18. A sign board of Type A must be placed at every disconnected roadworks 40 mph and over 50mm 35mm 75mm 100mm 75mm site. It should be positioned so that is can be read by passing SIGN BOARD TYPE D pedestrians, unless otherwise instructed by the Overseeing Organisation. (END OF WORKS HELPLINE SIGN) 19. Exact positioning of signs to be agreed in advance with the Overseeing Organisation. 20. Signs to be removed at a time notified by the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY SIGN BOARD DETAILS: MISCELLANEOUS RJP CDT AC 4 1 FEB 2005 CONSTRUCTION 2 MAY 2010 TYPE A, B, C & D DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) 3 FEB 2014 K 705.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. CONTRACTOR'S LOGO County Council

"Road Number & Name"

"Scheme Name" 100mm NOTES 2150 "Scheme Name" 1. Relevant to major construction or improvement schemes, this sign should be located on the near side verge in advance of the works area and other temporary signage, provided that there is no conflict with Opening "Month 20 " other signs or with junctions and no undue driver distraction will result. Exact positioning of signs to be agreed in advance with the Overseeing Organisation. 2. Sign board corners shall be rounded off in accordance with the TSRGD. COUNCIL HELPLINE 3. The size of the Warwickshire County Council logos shall be sized such that they match approximately, the proportions of the sign faces shown on this detail. 01926 #412515 4. The Warwickshire County Council logos shall be green in colour to RGB "www.warwickshire.gov.uk/schemewebsite" 'R20 G127 B84'. The logo background shall be white in colour to RGB 'R241 G242 B234'. 5. Colour, text style, text size, and picture image details for the 50mm Warwickshire County Council logo will be supplied by the Overseeing 2500 Organisation upon request. 6. The text style for lettering other than that which forms part of a logo shall be as per the TSRGD. SIGN BOARD TYPE E 7. The background to sign board Type E shall be blue in colour to RGB 'R0 (MAJOR SCHEME INFORMATION BOARD) G121 B193'. Lettering other than that which forms part of a logo shall be white in colour to RGB 'R241 G242 B234'. 8. The x-height for the lettering shall be 100mm and 50mm as shown on SIGN BOARD MOUNTING METHODS this drawing. 9. Signs shall be mounted at a height of 1.0m where visibility criteria can SPEED LIMIT ON ROAD WHERE be satisfied and where no of a footway is obstructed. All other boards SIGN IS TO BE ERECTED TYPE E shall be mounted at a height of 2.1m (footway) or 2.3m (cycleway). As shown on adjacent 10. 'Road Number & Name', 'Scheme Name' and the scheme website text Up to 40mph design on sign board shall be approved in advance by the overseeing organisation. To be provided by the 50 mph and over 11. Descriptions or dates which may change over the course of the Overseeing Organisation construction period, shall be displayed in lettering which can be removed and replaced without damaging the remainder of the sign UP TO 40MPH DESIGN board. 12. It is the Contractor's responsibility to update descriptions or dates during the construction period if they change. All alterations must be approved in advance by the Overseeing Organisation. 13. Example acceptable opening date formats are: 'January 2016' 'Spring 2016'. 19. Signs to be removed at a time notified by the Overseeing Organisation. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY SIGN BOARD DETAILS: MISCELLANEOUS RJP CDT AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 TYPE E DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) MAJOR SCHEME INFORMATION BOARD K 705.2 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. BLANKING PLATE blanking plate

gland tray for the specific controller PLAN VIEW min 300

GLAND TRAY CONTROLLER

Ø50mm flexible orange duct

variable dependant on cabinet manufacturer variable dependant on cabinet manufacturer

controller plinth to be bolted supply feeder pillar to the top riser section by supplied coach bolts in a CONTROLLER minimum of 4 positions

ground level footway (see note 4) 100

controller base &

chamber insitu 155 concrete surround class ST4 155 ground level 114 155 Ø50mm black duct power feed 150

150 150 150 150 Ø50mm flexible orange duct 100mm drainage duct FRONT VIEW SIDE VIEW FRONT VIEW

CONTROLLER WITH CONTROLLER BASE CONTROLLER BASE INSTALLATION DETAILS AND SUPPLY PILLAR

NOTES

1. Controller base shall be NAL type unless approved in advance by the Overseeing Organisation. 2. Controller base to suit Controller to be installed. 3. Controller Cabinet Plinth should be manufactured from 2mm utility grade 1.4003 Stainless steel polyester powder coated black. 4. Refer to B 704.1 for details. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TRAFFIC SIGNALS: MISCELLANEOUS SL RJP AC 3 1 FEB 2005 CONSTRUCTION 2 MAY 2010 CONTROLLER WITH CONTROLLER BASE DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) K 706.1 A3 APR 2016

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. PLAN VIEW surface 1. 2 No. temporary signs to be supplied and installed 165 pole cap course 2. 2 No. medium channels required 3. Contractor to provide clips to match diameter of post/column 4. Exact locations to be agreed on site with the Overseeing Organisation slot cut loop 300 signal fixing holes tails to loop box 5. Signs and temporary posts to be removed 3 months after completion by the Contractor Ø114mm extent of ST4 concrete bedding NEW TRAFFIC Diag. 7014 x-height 75mm white legend nearside repeater aspect* & surround 400 sq SHORT POLE & red background 3400 SIGNALS 'Stakka' box access welded top combined nearside carriageway loop 50mm duct kerb & chamber with extra AHEAD box slots to be with draw deep cover and aspect with pedestrian push button unit/combined backing x-height to suit orientated as shown Warwickshire County Council demand unit* surface course cord inserted frame black legend & 1750 nearside aspect* Design Services Tel: 01926 412810 white background binder course 300 1000 1000 600 600 100 140 footway level footway level carriageway level carriageway level minimum Permitted variants: 150mm deep a. 'NEW TRAFFIC SIGNALS' for foundation base of b. 'SIGNAL TIMINGS CHANGED' details see retention concrete c. 'SIGNAL PRIORITIES CHANGED' socket details grade ST4

*as specified on scheme specific drawings - unit(s) shall face pedestrian bung to be inserted waiting area at an angle of 25° - 30° in from parallel to the carriageway SIDE VIEW in aperture base c/w 2 x grommets SIGNAL POLE INSTALLATION CARRIAGEWAY LOOP BOX TEMPORARY SIGNS INSTALLATION

tri-head locks 215 PLAN VIEW 360 tactile paving to back of footway (any 12mm cut slabs to minimum of 150mm wide) 118 backboard 400x400 tactile 335x600 paving to BS7263 175 170 635 830 1200 1130 271 ground level 290 preferred gradient to be 1:20 straight traffic signal in footway - match 50 straight traffic signal but no steeper than 1:12 pole with aspect / existing wearing course 220 70 300mm root pole with aspect / PDU as specified on (refer to B 704.1); 200 PDU as specified on scheme drawings in verge - continue ST5 200 120 scheme drawings concrete to ground level see note 5 800 layer of 600 342 600 ducting paving slab 184 770 660 600 concrete class ST5 for 500 min 600 / max 1300 1. Excavate hole as required: 750 4m pole set in a BN3 kerb dropper kerb(s) a) Length: Pillar width + 300mm (= 770mm) minimum surround as laid flush as specified shown (footway / speed b) Width: Pillar depth + 300mm (= 660mm) 500 below 50mph) c) Depth: Pillar root depth + 120mm stop line pedestrian studs - dia. 1055 2. Use layer of paving slabs as foundation as required cored white thermoplastic 3. Place Pillar onto the foundation supports 20mm deep 100mm diameter 4. Install draw string and 50mm swept bend ducting: 500mm gaps a) DNO supply in BLACK ducting y x 100 b) Traffic signal and MEC supplies in ORANGE ducting 5. Backfill with pea shingle min 150mm 750 6. Make good surrounds as required x = 2800mm (4000mm) desirable; 2400mm (3200mm) minimum for Puffin (Toucan); 7. Some ground conditions may require root extensions y = 3000mm without ASL; 2000mm with ASL; SIDE VIEW 8. Some ground conditions & rural locations may require rag feet fitted to the base of the root 9. '2303' or equivalent type approved by Overseeing Organisation

RS115 RETENTION SOCKET SYSTEM WITH DUCKFOOT FEEDER PILLAR INSTALLATION TACTILE PAVING AND POLE DETAILS BEND OR EQUIVALENT TYPE APPROVED

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TRAFFIC SIGNALS: MISCELLANEOUS RJP DM AC 2 1 APR 2016 CONSTRUCTION STANDARD DETAILS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) K 706.2 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy. tactile paving to back of footway (any cut slabs to alternate beacon/column crossing lantern to be 400x400 tactile minimum of 150mm wide) configurations may be specified on scheme paving to BS7263 1. 2 No. temporary signs to be supplied and installed required - the designer specific drawings 2. 2 No. medium channels required should discuss this with the 3. Contractor to provide clips to match the diameter of the post/column Overseeing Organisation 1200 4. Exact locations to be agreed on site with the Overseeing Organisation 5. Signs to be covered until crossing completed Simmonsigns LED Midubel preferred gradient to be 1:20 6. Signs and temporary posts to be removed 3 months after completion beacon and shroud but no steeper than 1:12 by the Contractor beacon pole dropper kerb(s) Diag. 7014 x-height 800 NEW ZEBRA 600 75mm white legend 6000 diameter 76mm & red background 500 max CROSSING 500 min 600 / max 1300 * 3 No. 300mm reflective BN3 kerb AHEAD with 0-6mm x-height to suit 3100 strip to be installed after 500 upstand Warwickshire County Council 300mm* column is painted 500 Design Services Tel: 01926 412810 black legend & give way white background line pedestrian studs - dia. 1055 500 cored white thermoplastic diameter 140mm 20mm deep 100mm diameter y x 500mm gaps 600 footway level carriageway level x = 2800mm desirable; 2400mm minimum cable entry slot y = 3000mm desirable; 2000mm minimum

BEACON WRAPPED AROUND COLUMN TACTILE PAVING AND POLE DETAILS TEMPORARY SIGNS

x = 2800mm desirable; 2400mm minimum y = 3000mm desirable; 2000mm minimum tactile paving

B1 beacon pole

100

y

B2 pedestrian studs - dia. 1055 cored white thermoplastic zig-zag and terminal 20mm deep 100mm diameter lines to dia. 1001.3 500mm gaps beacon pole x

ZEBRA CROSSING DIMENSIONAL DETAILS

ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM THIS DRAWING. SECTION TITLE DRAWN CHECKED APPROVED ISSUE PREVIOUS ISSUES HIGHWAY TRAFFIC SIGNALS: MISCELLANEOUS RJP DM AC 2 1 APR 2016 CONSTRUCTION ZEBRA CROSSINGS DRAWING NUMBER SHEET SIZE ISSUE DATE DETAILS (HCD-700) K 706.3 A3 MAY 2018

0mm 50mm 100mm 150mm 200mm This drawing was reproduced from a digital source and may not be at true scale. It is the recipient's responsibility to confirm its accuracy.