Parker Concrete Step and Stoop Contractors

Walk up to almost any front door in a subdivision and you're standing on backfill. When the foundation went in, a trench got dug around it, the walls got built, and then that trench got filled back with whatever came out of it, dumped in loose and graded off with a machine. Nobody compacted it in lifts. Nobody was going to. And the steps got poured right on top of that strip a few months later.

So the settling you see at entries all over Parker isn't bad concrete. It's good concrete resting on ground that's been quietly consolidating for twenty or thirty years, plus every gallon of roof water that's soaked into that same trench. When we rebuild steps, most of the money goes into what happens below the first riser.

The trench nobody thinks about

Foundation backfill keeps settling for decades, and it settles faster wherever water gets into it. Roof runoff is the usual suspect. A downspout dumping three feet from the stoop is pouring hundreds of gallons a year straight into the loosest soil around your house, and that soil compresses, washes, and leaves a void. The steps bridge that void until they can't. Then the whole assembly tips toward the yard or drops away from the threshold and you get that gap at the top where you can see daylight under the door sill.

Newer homes in Idyllwilde and Reata aren't immune, just earlier in the process, with young backfill and most of the settling still ahead. In Canterberry Crossing and Stonegate we're often rebuilding a second-generation stoop where somebody patched the gap with mortar once and watched it open right back up.

We pull a set of failed steps and about half the time there's an open cavity under the landing you could put your arm into. The concrete never cracked. It just lost the ground it was sitting on and hinged at the house. Fill the hole, fix the downspout, and put footings on real dirt.Our crew lead, after the walkthrough

Poured, precast, or modular block

Even risers, safe rails, and treads that survive February

People trip on stairs when one step is a different height than the others, and your foot never gets the memo. Code generally caps riser height near seven and three quarter inches, wants tread depth around ten inches or better, and holds variation across a flight to roughly three eighths of an inch. Your building department has the last word. We lay risers out off the finished threshold and the finished walk elevation, then divide evenly, because doing that math after the forms are set is how somebody ends up with a short step at the bottom.

Handrails need something real to hold them. We cast anchors or sleeves into the concrete at the post locations rather than drilling a wedge anchor into a fresh edge, since the edge-drilled post is the one that pulls out when somebody leans hard on it going down icy stairs. Treads get a broom finish and a slight forward pitch so meltwater runs off instead of freezing in a puddle right where you plant your heel.

What goes into a rebuilt entry

• Old steps demolished and hauled off, and the cavity underneath opened up and inspected
• Footings dug to undisturbed bearing soil below frost depth, sized to the flight
• Any void under the former landing filled and compacted, not just covered over
• Downspout extensions or a drainage correction so runoff stops feeding the backfill
• Reinforcement tied through the footings and up into the riser forms
• Isolation joint where the steps meet the house so the two are free to move independently
• Risers laid out evenly off the door threshold and the finished walk elevation
• Cast-in anchors or sleeves at every handrail post location