Splashbacks and upstands in Northumberland Park

Yes. Northumberland Park is on the patch, and the postcodes we work here are N17. It is worked on our north London run, along with the rest of Haringey. Camera enforcement gives nobody the chance to explain, where an officer on foot at least sees a tail lift down and stone coming off it. Panels come off the van in one trip where possible, since a tall piece handled repeatedly is a piece asking to be chipped. Long panels and long carries do not mix. Template and fit both happen at the property, so there is nothing to drive to and nothing to collect.

Front doors off the deck open into a lobby barely wider than the door itself, and the turn out of it is a right angle. That suits a full-height piece, because a large flat panel bonded across its back is more stable on concrete than a run of small tiles ever was. The plaster behind it is the real question. Boxing is rarely the same depth at worktop height as it is at floor level, so measuring it low down is the usual reason a top will not sit back. 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. The obstruction sets the joint, not the wall.

Open-tread and cantilevered stairs give nothing to lean a piece against, so the whole weight stays on the crew for the full length of the flight. 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. Panel size is checked against the tightest point rather than the average one. Where a loading concession applies at all, it holds only while something is being carried, which makes it a way to unload rather than a way to park. Splashbacks are normally the last thing off, so a short parking window is exactly when they get rushed. Off the van last, and never in a hurry.

Yes, one of the three we see most, with worktop replacement ahead of it. Same visit to template, same workshop, same installers on the day. Extension work runs late far more often than it runs early, and the worktop is close to the last thing in, so the date agreed at the start is rarely the date that happens. Splashbacks and upstands are cut from the same slab run at the same time, which is the only way the batch actually matches. Cut as a set, so one can replace another. Where a family has been living around a building site for months, the finish date carries more weight than any other part of the specification. Ordered later from a different batch, the match is not reliable exactly where the pieces meet. The offcuts finish the room.

Where a run finishes hard against a wall the last few millimetres are scribed, and where it finishes in open floor it is cut square and polished, which is two different jobs on one length. 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. Panel widths answer to the slab before the wall. Expect £110 to £550 per square metre for material supply only, with templating, fabrication and fitting on their own lines.

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. 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. Height follows the sill, not the plan. 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. Residents are given written notice before anyone attends, and that notice period rather than the workshop is what governs the earliest sensible start. A 100mm upstand is the low-maintenance answer, and full-height stone is the one that has to be committed to early. Same slab run, so it is settled at drawing stage.

An island is where this usually shows, standing free with no wall to level against. Small variation is taken up by packing under the top on the fitting day. Packing takes up small variation. It is not there to hide something that belongs in the units. 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. It decides whether the run gets one continuous piece or a set of separate lengths with a joint at every obstruction. Scribed along the top edge as well.

A join forced by the route still sits over a gable, so it is no poorer a join for that. The lift, if there is one, is measured on the diagonal, because that is the dimension a long piece actually uses. What decides it is not the width of the stairwell but the length of piece that can be turned in it. A handrail that has to come off before a piece will pass is twenty minutes at the start of the day, and it goes back on the wall before we leave. 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. They come in last so nothing is carried past them.

Granite is porous to varying degrees, so it is sealed when we fit it and topped up over the life of the worktop. Bleach and limescale remover harm a polished finish rather than clean it, whichever material is on the units. Topping a seal up is a wipe-on job with a cloth. Deck access means a long open walkway from the lift or the stair to the front door, and that walk happens with the piece on edge in whatever weather there is. Dense concrete takes adhesive better than fixings, which actually suits a large bonded panel. A bowed wall is what decides between an upstand and a panel.

The design and quotation visit is free and carries no obligation, so a figure exists before any commitment. Cut-outs, edge profile and join count are itemised, so taking one out removes a line rather than starting an argument. Two kitchens the same length can be far apart, because material, edge and cut-outs move independently of size. 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. A mitred external return around it has to come from the same position in the slab, or the pattern visibly steps at the corner. The obstruction breaks the length, every time.