42 43 SHEET LAYOUT

MOLASH 34 32 33 41

CHALLOCK 31 13 14 21 12 23 11 22 Refresh existing marking Key. Proposed solarlite active road studs ◘ ◘ ◘

Proposed halifax road studs ◘ ◘ ◘

◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ Proposed Hi-tech Rib markings

Existing road marking to be refreshed.

New road markings.

Red coloured surface treatment.

Buff coloured surface treatment.

New carriageway surface treatment - Microasphalt. Notes. 1. All dimensions are proposed and in metres unless otherwise stated. Resurface carriageway with Full bituminous carriageway construction. 2. All setting out is to be agreed on site with the Engineer prior to commencement of

works. buff hfs and refresh markings BELOW CONT. Overlay existing carriageway to new road profile 3. All precast concrete (PCC) kerbing and edging shall be in accordance with BS7263, Part F. Overlay footway to new levels. 4. Any voids between new kerbs and existing carriageway shall be reinstated with 10mm AC 10 close surf. Full footway construction.

5. Surfaces between bituminous materials shall be saw cut to provide a clean vertical CUTLINE SHEET 24 SHEET CUTLINE joint. Proposed Kerbs. 6. Vertical faces of existing bituminous materials shall be primed with bitumen. Existing Proposed Buff PCC tactile paving. horizonatal or inclined surfaces shall be tack coated in accordance with Appendix Proposed Red PCC tactile paving. 7/4. 7. New footway surfaces shall be laid with 1:40 crossfall towards carriageway unless Sign position and orientation. otherwise stated with no point having a crossfall greater than 1:12. 8. Existing surfaces overlaid shall be swept clean prior to overlay and sprayed with tack B Bollard ***TMP Flecta Bollard or similar***. RS6 coat. Reinstated road sign and post 9. All existing covers in areas to construction to be raised to suit new levels.

10. All existing road markings that conflict with the proposed are to be removed. VM Verge Marker ***TMP Verge Marker Post or similar***.

ABOVE CONT. Glasdon gateway 2.0m, 1.4m or 0.9m width depending on space

New Lighting column (details to be provided by others) Remove existing edge of

carriageway marking for New cycle and pedestrian friendly gully cover and frame

IS

gateway feature New illuminated sign and post (details to be provided by others)

SLOW

40 50

50

CONT. BELOW

New gateway feature to reduce speed limit to 40mph

CUTLINE SHEET 32

Resurface carriageway and refresh existing markings

CONT. ABOVE Issued after RSA2 comments A 12/06/2020 AO JW JW

Initial Design 0 15/04/2020 AO JW JW

Rev Revision Date Purpose of revision Drawn Chec'd App'd

Kent County Council Ashford Highway Depot

SLOW Henwood Industrial Estate Ashford TN24 8AD INSERT K Tel: 03000 418181 1:200

Project A252 Safer Roads Convert to Foundation Reverse Drawing title two-way direction Section 3 - Molash access A20 to Ward Boundary of traffic Sheet 1 of 5 (see Drawing status insert K) Relocated Preliminary Design Scale existing 1:500 @ A1 Do not scale Drawing number Rev

Pound Lane Pound tourist This map is based upon Ordnance Survey material with the 1920-EXT-AS-A252-10-31 A permission of Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown Copyright. sign Unauthorised reproduction infringes Crown Copyright and may This drawing is not to be used in whole or part other than for the intended purpose and lead to prosecution or civil proceedings. 100019238. 2019 project as defined on this drawing. Refer to the contract for full terms and conditions.

S:\GT SPD\Districts\AS\19 20 Details\1920-External-AS-958-A252 Chilham to Charing\A252\Design\01 - CAD\1920-EXT-A252-010-03.dwg A1