CAP. 123]

Building (Private Streets and Access Roads) Regulations

[1985 Ed.

[Subsidiary]

Turning space for vehicles in cul-de-sacs and access roads.

15. (1) There shall be provided, at the closed end of every cul-de-sac, adequate space to enable vehicles to turn.

(2) Where any access road is not a thoroughfare, there shall be provided, at that end of the access road furthest from its junction with a street, adequate space to enable vehicles to turn.

L.N. 152/71.

Surfacing of private streets, cul-de-sacs and access roads.

L.N. 156/77.

20474/00

Surfacing of pedestrian ways and service lanes.

L.N. 186/77.

L.N. 439/42.

Surfacing of footpaths. L.N. 294/76.

PART III

CONSTRUCTION OF PRIVATE STREETS, ACCESS ROADS AND SERVICE LANES

16. The carriageway of every private street, cul-de-sac and access road shall be surfaced with---

(a) concrete, of a grade not less than Grade HH, not less than 150 mm thick, laid on rolled hardcore not less than 75 mm thick; or

(b) bitumen macadam not less than 75 mm thick, laid on rolled hardcore not less than 200 mm thick, and covered with a layer of fine bitumen macadam not less than 25 mm thick; or

(c) other approved material.

17. Every pedestrian way and service lane shall be surfaced with-

(a) concrete, of a grade not less than Grade IV, not less than 100 mm thick laid on rolled hardcore not less than 75 mm thick; or

(b) bitumen macadam not less than 50 mm thick, laid on rolled hardcore not less than 75 mm thick, and covered with a layer of fine bitumen macadam not less than 25 mm thick; or

(c) other approved material.

18. Every footpath shall be surfaced with-

(a) concrete, of a grade not less than Grade H, not less than 50 mm thick, and covered with granolithic paving not less than 12.5 mm thick; or

(b) other approved material.

Kerbstones. L.N. 294/76.

19. (1) Every kerbstone shall be 150 mm in width, 300 mm in height and not less than 750 mm in length.

(2) Every kerbstone in a private street or cul-de-sac shall be constructed of granite and every kerbstone in an access road shall be constructed of granite or concrete of a grade not less than Grade III

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