Sand or mortar bed - 50/60/65 flags -(See Table below)

EF Edging kerb -150 Type 1 sub-base

2000 min

~ ~ 2.5¾ 1 :40 ( 1 :30 max) Kerbing as

~~lf:=--_""_-~-~=-_ ..... _,~rPJ~rf~J~~~~~~~~;:_~~= '...:.= == ~?= ~= ~= ':.= := :..= :_=-:..= ...:..= '!...= _= -Jr~~~r;-;-;-;-;-;-;-;--;:-:r~, 1 per contract

U') N = i~ ,------------------if: /1---R-oa-d-co-nstruction

'----'~ .,~.-.~ as specified 100 100mm sub-base I ~~a;i/ V / / 200 below edgings V / / ,Sub-:base,

FOOTWAY Typical Section

Drawing Number

SD/1100/06C Notes 1. All dimensions are in millimetres.

2. This drawing shall be read in conjunction with SD/1100/lA, 2A, 3A.

3. Precast concrete flags shall be 400 x 400 and shall comply with BS EN 1339.

4. Where precast concrete flags are used in areas likely to be trafficked, they shall be of reinforced construction approved by the Director. The bedding detail used shall be that recommended by the manufacturer of the flags.

5. The blocks shall be lain in accordance with the recommendations in BS 7533.

6. In areas where the flags may be trafficked, or narrow strips of paving are used as a feature, the sand must be substituted by 30 mortar to designation (ii) or (iii) laid on CBGM B concrete to BS EN 14227 Pt 1. (see Note 4).

7. Mortar shall be designation (ii) or (iii). Clause 2404 SHW.

8. All mortar pointing shall be colour matched to the flags.

9. Mortar pigments shall comply with BS 1014.

10. Sanded joints shall be sealed down with a stabilising compound.

11. Red tactile paving blocks extending to the back of footway shall be laid at all controlled pedestrian crossing points.

12. Crossing kerbs shall be flush with the carriageway where tactile flags are used. Maximum tolerance +6.

13. Care must be taken to ensure adequate drainage when the crossing kerb is flush with the carriageway.

Do not scale this drawing

C APR 19 Updated title block NR B MAY 13 Various minor amendments KPT

A MAR 11 Various minor amendments KPT

Rev Date Checked

Drawing No.

SD/1100/06C Scale NOT TO SCALE I Date MAY 04

Department of Place, Planning & Regeneration

CONSTRUCTION CONSTRUCTION THICKNESS TYPE (See Note 4)

Precast Concrete Mortar Bed Type 1 Flags Sub-base

TYPE 13 50 150 (2X CBR or o¥9r} 30 300 ( <2X CBR)

TYPE 14 60 150 (2X CBR or OY9r) 30 300 (<2X CBR)

Artificia I Stone Sand Bed Type 1 Paving Sub-base

TYPE 17 65 150 (2X CBR or OY9r) 50 300 (<2X CBR}

~~ t.JI Bracknell ....-A Forest

Council

Project

Title

STANDARD DRAWINGS

FOOTWAYS AND PAVED AREAS PRECAST CONCRETE FLAGS & STONE PAVING