125 x 150mm Type BN kerb
0-6mm upstand
Surface Course - 400 x 400 x 65mm thick Precast
Concrete Blister PavingSlabs
Colour:- Uncontrolled Crossings
"Buff"
ST1 concrete bed and
haunch
Laying Course - 30mm thickness
category II sand
Sub-Base -
225mm thickness
sub-base Type 1
TACTILE PAVING CONSTRUCTION DETAIL
Fin
ish
ed
roa
dl
ev
el.
Pedestrian gully grating to be ductile iron, left hand
captive hinge, class C250 gully grate and frame
kitemarked to BS EN124 with 430 x 370mm,
Stanton PAM Pedestrian HY813 or similar approved
- minimum thickness 75mm.
OR
rb d)
Ke stan
2
p
HB m u
5m
(12
Gully grating to be ductile iron, captive hinge,
straight bar, fine cast without bitumen or other
coatings, non-rocking class D400 (Group 3/4
loading) gully grate and frame kitemarked to BS
EN124 with 370 x 430mm, clear opening, 100mm
deep, 590 x 525mm, base size set 7mm below
finished road level, 1020cm
Class B Engineering brick 225mm thick to BS 3921
or concrete bricks to BS 6073 (1), having a
crushing strength of not less than 40N/mm . 3
courses are recommended with a minimum of 2
and a maximum of 4.
s
T
B
Opening direction.
rb
Ke
r
pe
rop
Direction of traffic.
D
Hinged.
Any pre-constructed kerb race
to be cut out at gully positions.
Concrete
under kerb.
rb
Ke
25mm Upstand - Drive crossovers and property access footpaths
0-6mm kerbface - Pedestrian crossings
900
ed
s
no
ull
n/
itio
s
ran
The hinge to the gully grating
shall be orientated such that the
hinge faces the oncoming traffic.
The bars shall not be orientated
parallel with the kerb line.
150mm ST2 concrete surround.
)
erbtand
K
s
2 p
BH m u
m
5
(12
150
/D
450
450mm x 900mm deep concrete
gully to BS 5911 Part 2:1994
with 150mm dia. trapped outlet
with rodding eye and stopper.
Double dropper kerbs to be used at pedestrian crossings.
Single droppers to be used in verge / landscaped areas.
NOTES
150
150mm dia. outlet pipe
150
with 150mm thick
concrete surround down
to a depth of 1.2m cover
from finished road level
to top of pipe.
150
150
on
siti
n
Tra
rb
Ke
150
r
pe
rop
1. The grating must be set 5mm below finished road level with the wearing course dished to suit.
2. Brickwork haunching for gully grating frames should not incorporate brickwork below the kerbs.
3. The depth of gully outlet spurs must be 750mm to the soffit when under the carriageway or 600mm under a verge or footway,
otherwise provide 150mm thick concrete surround.
4. Gully spurs shall be connected to main drains by replacement pipe units. Saddled connections or branched pipes fitted retrospec
with slip bands are not allowed. Branched pipes with preformed Y or T junction junctions positioned when the run is constructed
being the only allowable type of connection on a new run.
5. Spurs, with less than 1.2m cover, to have 150mm thick ST2 concrete surround with 18mm inert compressible filler to BS1142
such as flexcell joints coinciding with each and every pipe joint.
6. Pedestrian Type Gully Gratings SHALL BE USED where gullies are located within vehicle accesses, shared surface roads,
footways and cycleways
7. All dimensions shown are in millimeters unless stated otherwise.
VEHICULAR CROSSING /
PEDESTRIAN CROSSING DETAIL
ROAD GULLY DETAIL.
Scale N.T.S.
Existing surfacing
(Carraigeway or Footway)
Surface Course
Binder Course
Base
All joints to be saw cut
through the full depth of
the layer to be tied in.
Sub Base
Capping Layer
(if required)
300
300
300
Existing surfacing to
be planed to give full
surface course depth.
Existing surfacing to
be planed to give
minimum depth of
binder course.
Revisions
Project:
Fosseway, Midsomer Norton
Client:
Drawing:
Existing construction to be cut
back to form joint with new.
Note.
All vertical surfaces to be cleaned and
painted with a thin and uniform coating
of 50 or 70 pen hot bitumen or cold
applied thixotropic bitumen compound
of a similar grade prior to surfacing
taking place.
Highway Construction Details
Sheet 2 of 2
Scale:
Date:
NTS
Drawn by:
Oct 2014
Drawing No:
GB
Rev:
All existing surfaces to be overlaid are to be thoroughly cleaned and receive a complete and
unform coating of A1-40 or K1-40 bitumen emulsion, laid at a rate of 0.3 - 0.5 litres/sq.m.
All dimensions shown are millimeters unless stated otherwise.
SURFACING TIE-IN DETAIL
(For use at both carriageway & footway tie-ins)
Unit 9, Westway Garage,
Marksbury, Bath. BA2 9HN
email. enquiries@phoenixdp.co.uk
Titan House, Lewis Road,
Cardiff. CF24 5BS
www.phoenixdp.co.uk
This drawing is the copyright of Phoenix Design Partnership Ltd. No liability will
be accepted for amendments by others to either the printed or digital format.
Drg.Status: