Worktop fabrication in Chalk Farm

Yes. Chalk Farm is on the patch, and the postcodes we work here are NW1, NW3. It is worked on our central and north London run, along with the rest of Camden. A red route means no stopping, and no stopping means exactly that, so the stone comes in from a side street or from a bay behind the property. It rarely changes what we cut, but it does change how the pieces are stacked and strapped for the run out. We pack for the tail lift we are actually going to use. Your part of it happens entirely at home, with nothing to travel to and nothing to bring back.

Where the roof has been raised, a steel frame went in with it and its columns land inside the finished walls. Access is off a drive and through wide doors, so for once the piece size is not the constraint - the joins that go in are the ones we choose for layout and veining, not the ones the building forces. The piece is made for the room the builders left. The returns into a breast recess are the tightest scribes in the room, and they are eased in rather than forced. The template drawing carries the real geometry through to the saw, and the piece is machined to it rather than trimmed to it later. A deep relief needs material left behind it.

Where the staircase comes down into the hall the bottom treads project into the width, and nothing about that can be moved for the day. So the nesting is worked to the measured route first and to the slab second. Load order is set by the order the pieces will be carried. Where the frontage is a clearway the unload happens away from the door and the carry gets longer, which is a crew and time question rather than a stone one. Where unloading has to happen in one go, the load order is planned so nothing has to come off twice. A long walk from the van earns heavier corner protection.

Not particularly, and it would be easy to pretend otherwise. What the research on this patch actually lists is worktop replacement and worktop installation. That is a point about the buildings round here, not about the job. The quoting, the cutting and the fitting are identical here to anywhere else we work. Extension kitchens are usually specified long before they are buildable, so the run lengths on the drawing and the run lengths in the room are different numbers. So the nesting is planned around it rather than around a standard kitchen. One kept offcut saves a whole flat later. 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. Pieces are dry-assembled and checked on the bench before anything is loaded. Repeat runs come off a jig, not a fresh setout.

A window at one end and a doorway at the other means one end of the run is lit from behind and the other is interrupted, so the two ends of the same length behave differently. A join that lands in the wrong place cannot be moved once the cut-outs are machined, so it is settled on the drawing. Apron mitres are bonded and polished before dispatch. The supply-only figure for material runs £110 to £550 per square metre, and templating, fabrication and fitting are lines of their own.

An alcove is commonly wider at the back than at the front, so a piece cut to the opening drops in and then stands off the rear wall. Cut it square where it should be radiused and the piece will fail on the lift, not in the kitchen. The notch is machined, never ground in later. The range or Aga, the sink and the tap all need to be confirmed by model before nesting, because their clearances and hole positions set where the island can be cut. Whoever manages the block controls the lift booking, the bin store and the visitor parking, and none of that sits in the gift of the household whose kitchen it is. The workshop works from the approved drawing, so whoever signs it off is signing off the join positions too. Join positions belong to whoever signed.

Taking the old tops off and disposing of them is its own line on the quote rather than something folded into the stone price. 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. Loading exemptions on red routes are narrow, time-limited and heavily camera-enforced, so we plan around them rather than relying on them. Pieces are loaded in reverse fitting order so the first thing off the van is the first thing that goes down. The frame is filled back to front when the bay is booked short.

Bleach and limescale remover harm a polished finish rather than clean it, whichever material is on the units. Day to day all three want soap and water; abrasive creams and scouring pads are what dull a polished surface. No maintenance visit is built into the job. Soap, water, and on the porous stones a seal. A mews house is narrow and deep with the kitchen often behind a garage at ground level, so the front opening is wide and the internal doors are not. Islands here regularly run longer than a slab, so the join is nested to sit over an internal gable and positioned so it does not run through the hob cut-out, and on a heavily veined stone we nest the island and the back run together so the movement relates across the room. A settled corner leaves the bench as a real angle.

An island is where this usually shows, standing free with no wall to level against. A sloping floor is not the problem. The plane the unit tops finish in is. Stone does not flex, so a run that rocks on its carcasses rocks just as badly once it is stone. The face of a breast is rarely flat, and a top returning onto it picks up that bow across the last few hundred millimetres of its length. Internal corners are machined with a radius and polished, and kept well clear of any join or cut-out. A plan-angle mitre closes on paper only.

A full-height piece shows a wall that is out more than an upstand does, over the extra height. An upstand is a slim strip that follows the worktop up the wall; a full-height splashback runs from the worktop to the underside of the wall units. Mews are cobbled and tight, so a long-wheelbase van may not get down at all and the carry starts at the entrance to the mews. The joins here are chosen rather than forced, so they go where the veining and the gables want them. The shell decides the piece; the slab decides only the yield.