Splashbacks and upstands in Archway

Yes. Archway is on the patch, and the postcodes we work here are N19. It is worked on our north London run, along with the rest of Islington. Loading exemptions on red routes are narrow, time-limited and heavily camera-enforced, so we plan around them rather than relying on them. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Wind on an open street matters more than the walk does. Nothing needs visiting and nothing needs collecting: the template is in your kitchen and so is the fit.

Kitchens are compact and standardised, which makes the fixed template, fabrication and fitting lines a larger share of the total than the stone. 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. Height, returns and sockets, all settled on site. Where the boxing stands proud of the finished wall the upstand behind it has to be broken into separate lengths, because one piece cannot pass it. 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. A tall panel exposes what an upstand forgives.

Piece length is set by the internal diagonal of the lift car, not by the length of the slab. It is usually the full-height panels rather than the tops that will not make the turn, and that only shows up when they arrive. A tall panel cannot be tilted to clear a turn, so it is sized not to need to. The realistic answer on a main road is an early slot, a spotter on the van and pieces staged in one movement rather than several trips. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Standing a panel on the pavement is the last resort.

It is one of the three that come up most, though worktop replacement comes up more. Nothing changes between them: same template, same workshop, same installers. Party-wall and lease conditions in a converted building set when noisy work can happen, which shapes the fitting day more than the kitchen does. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. Full height behind the hob is less for a tenant to scrub. Several units in one building are fitted out to the same drawing, so an error on that drawing is an error repeated in every flat. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. Grout lines are the first thing to fail in a let.

Butt-jointing over the gable puts the seam a few hundred millimetres back from the corner, below the eye line instead of straight across it. 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. Panels come off the same slab area as the run. Material is £110-£550 per square metre supply only, and templating, fabrication and fitting are quoted on their own lines.

A boxed soil stack or service riser in the corner of a run eats into the worktop depth and has to be scribed around rather than cut square. Where the wall cannot be made good, setting the stone deliberately proud on a subframe with a shadow gap reads as a detail rather than a bad fit. Scribe the top edge too or it stands off. 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. A street with houses in single occupation next to the same houses cut into flats produces two completely different jobs from the same elevation. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. One visit for upstands, two for full-height panels.

The fitting itself is one visit: a plain run is a morning, an island with splashbacks takes most of the day. Upstands and splashbacks are templated after the worktop is down and settled, so they are a separate visit. No money is taken before the template happens. Dense concrete and blockwork mean the wall cannot be chased back or packed out, so the stone carries the scribe. What decides between a slim upstand and full-height stone is nearly always the wall rather than the taste. The tile line that was there proves nothing about level.

The alternative stands on the surface, so the choice is losing worktop permanently or only while you are draining. Grooves are machined into the surface rather than applied to it, so there is nothing to come loose later. The bowl position has to be settled before templating, since the grooves are set out from it. Kitchens in this stock are compact and reasonably square, which makes the fixed lines a larger share of the total than the material is. Splashbacks come off the same slab run as the tops, which means the decision has to be made before fabrication starts. Old walls take a scribed upstand better than a rigid panel.

What comes out goes by the same route the new stone comes in by, which is why that route is walked before anything is lifted. An old stone top is heavier coming out than the new one is going in, and leaves in sections. The units are untouched. Only the top of them changes. A single red line has hours and a double red line does not, and the difference decides whether an early start is a plan or a penalty. Full-height panels are the awkward thing to move, light enough to lift and long enough to flex on the way. Handling is where these pieces get damaged.

A join added to get stone into the room is a different thing from a join added because the slab ran out, and the quote says which is which. The lift, if there is one, is measured on the diagonal, because that is the dimension a long piece actually uses. A car that takes 2.4m on the diagonal will not take a three-metre worktop however it is stood, and there is no trimming it on the landing. Where the route is tight we break a long splashback at a natural vertical joint instead of forcing one panel through. Panels are carried on edge from the tail lift to the wall.