Splashbacks and upstands in Dormers Wells

Yes. Dormers Wells is on the patch, and the postcodes we work here are UB1. It is worked on our west London run, along with the rest of Ealing. A dropped kerb wide enough for a car is not always wide enough for a long-wheelbase van, and the width of the crossing decides the rest. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Kerb to kitchen is measured before the panels are unstrapped. Your part of it happens entirely at home, with nothing to travel to and nothing to bring back.

The window cill clears a worktop by very little, which settles how tall the upstand under it can be before anyone has drawn a thing. The rear kitchen wall in ex-council flats and maisonettes is commonly dense in-situ concrete or blockwork with a thin skim, which means mechanical fixings are hard work and the splashback is held on adhesive rather than screwed. Decided before fabrication starts. Anything that has to stay accessible, a stopcock, a gas meter, a riser panel, is marked on the template so the stone is cut around it instead of over it. It is usually what pushes a job towards a 100mm upstand instead of a full-height panel, because an upstand rides what a panel exposes. A bowed wall shows on a panel and hides under an upstand.

Where the van stands level with the front of the house a piece gets handled twice instead of five times, and stone breaks on handling rather than on the road. Splashback panels are lighter than a worktop and far more awkward, because a tall thin piece has to be carried on edge and cannot be tilted to clear a turn. It decides panel size before anything is cut. Where a car has to come off the drive first, it is worth knowing whose car it is and whether the keys are in the house on the morning. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Wind on an open street matters more than the walk does.

No, not particularly, and it would be easy to say otherwise. What the research on this patch actually lists is worktop installation and worktop replacement. That is the local housing talking rather than anything about the job. It is priced, cut and fitted no differently here than anywhere else we cover. Extension budgets are usually well spent by the time the worktop is ordered, which is where the choice between quartz and a thinner sintered stone actually gets made. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. Six kitchens, one socket layout, one panel drawing. Rear and side-return extensions are where the islands appear, and an island is the piece that decides whether one slab does the kitchen or two. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. The annexe gets the same panel as the main run.

Where the sink and the hob face each other across the aisle, everything carried between them crosses the walkway, and that is the one movement the shape cannot design out. The same shape decides where splashback pieces break, and a joint in a corner reads as a detail while one in a clear run reads as a mistake. Upstands follow the return round the corner. The supply-only figure for material runs £110 to £550 per square metre, and templating, fabrication and fitting are lines of their own.

A notch around a boxed stack is machined with a radius at the internal corner, because a square inside corner there is exactly where a top will crack. A tall panel that fits at the worktop will stand off the wall at the top unless the wall is dubbed out or the panel is scribed. Mitred returns come from one place in the slab. Any surface trunking or conduit has to be rerouted or accepted and boxed before templating, because the stone cannot be scribed around a live conduit on site. Mixed ownership means the decision-maker is not always the person who lets us in, so it is worth being clear early about who signs the quote off. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. The wall has to be ready.

Packing takes up small variation. It is not there to hide something that belongs in the units. Stone does not flex, so a run that rocks on its carcasses rocks just as badly once it is stone. Small variation is taken up by packing under the top on the fitting day. A live soil stack cannot be chased back into the wall, so the depth it steals is permanent and the run is planned around it rather than through it. It decides whether the run gets one continuous piece or a set of separate lengths with a joint at every obstruction. The pier takes a joint against it, not across it.

The template can be taken with the old top still down, which is why one visit covers both. An old stone top is heavier coming out than the new one is going in, and leaves in sections. Carcasses stay. Surface changes. That is the whole of it. A gate post set narrower than the opening looks generous from the road and stops a wide piece a metre in. Full-height panels are the awkward thing to move, light enough to lift and long enough to flex on the way. Standing a panel on the pavement is the last resort.

Stone cut to somebody else’s drawing cannot usefully be re-cut to yours. Delivery to the workshop has to be arranged and dated, since nothing is nested until it is there. Remnants bought elsewhere are the awkward case, because the drawing is then made to fit the stone. A new extension slab is not automatically level, and that wants checking before templating rather than after the stone is cut. Socket and switch positions have to be final before templating, because a cut-out in the wrong place means a new piece. A repeated spec needs a repeatable splashback.

The design and quotation visit is free and carries no obligation, so a figure exists before any commitment. Ask for the lines rather than the total. One number for a kitchen tells you nothing you can check. Nothing is payable until the template, and the template measures the room as it stands rather than estimating from a plan. Boxing built in plasterboard on a light frame will take no useful fixing, so nothing bears on it and the stone is carried off the carcasses either side. A mitred external return around it has to come from the same position in the slab, or the pattern visibly steps at the corner. A window board below worktop height ends the upstand argument.