(303) 569-4046 Serving Denver & the Front Range Licensed, Bonded & Insured
Go Denver Concrete
Curb, Gutter & ADA in Colorado
For Property Managers, GCs & Boards

Commercial Curb, Gutter & ADA

Flowline grades that actually drain, and accessible routes that survive an inspection.

Scope

Everything In This Scope

Each line below is a scope we bid, schedule, and pour ourselves. Open one for specifications, sequencing, and the questions worth asking before award.

Curb and gutter isn't edging. It's a drainage structure that happens to be made of concrete. Every foot of it exists to catch sheet flow coming off a lot and move it to an inlet without letting it stand, and the surface doing that work is the flowline, a narrow strip at the bottom of the gutter pan. Hold its grade and a lot drains itself for decades. Miss it by a few hundredths across a long run and you own a puddle that freezes every night from November through March.

Accessibility work rides on the same crew, because ramps, landings, and curb returns are where a pedestrian route crosses that drainage structure. Which is why so many older Front Range properties fail here. The ramp got built to match the curb rather than the other way around. This page covers curb and gutter, ADA ramps, and concrete curbing.

1:12maximum running slope on a ramp run
1:48maximum cross slope on runs and landings
36"minimum clear width of an accessible route
60"minimum landing depth at the top of a ramp

Ponding is a grade problem, and it's usually tiny

Standing water on a lot is rarely a mystery. Somebody shot the flowline off a plan elevation without checking what the asphalt actually does, or a section got replaced years later and matched to the adjacent curb face instead of the pan. Either way the fall goes flat somewhere, and water finds it immediately.

We survey the existing flowline before we quote a replacement, walking elevations along the whole run rather than pulling two points and interpolating. That survey answers the question that sets the price: does this need a longer section of curb rebuilt to restore fall, does it need an inlet, or is the real problem out in the asphalt where two overlays buried the pan?

Puddles look cosmetic. They aren't. Water sitting against a joint gets into the base, freezes, lifts the panel, and turns a drainage complaint into a trip hazard.

Extruded, hand-formed, or slip-formed

How we pick a method, and what each one gives up
MethodWhere it earns its keepWhat it can't do
Machine extrudedLong straight runs and easy radii on open lots with room to track a stringlineHold tight radii, or work in a lot still full of parked cars
Hand formedReturns, tight radii, ADA transitions, short replacement sections, and every tie-in to existing curbMatch extruded production on long runs, so a whole lot done by hand costs more per foot
Slip formedNew construction with thousands of feet and uninterrupted site accessJustify its mobilization on a repair package or a phased HOA program
Decorative curbingLandscape beds, medians, and islands where the curb is a boundary, not a drainage elementCarry vehicle impact or serve as a flowline, so it belongs away from drive lanes

Radius work is where a curb job gets judged

Anyone can pour a straight run. A curb return at a drive entrance is a different animal, because the radius, the flowline, the curb face height, and whatever ramp lands inside it all have to resolve at the same point. The face has to taper from full height down to flush across the ramp width. The pan has to keep falling through the whole turn. And the gutter cross slope right where the ramp toes in has to stay gentle enough that a wheelchair doesn't get pushed sideways.

Miss any one of those and the others look wrong. A return that's a half inch high at the flush point catches every hand truck on the property. A pan that goes flat through the radius holds water on the exact square yard people step on. So we form returns by hand and check them with a level before the truck ever arrives.

Failed an accessibility survey, or watching a puddle get bigger?

We'll walk the property, measure slopes and widths at every ramp, and hand you a written scope priced per foot and per unit. Call (303) 569-4046.

What we measure before quoting an existing ramp

  • Running slope taken at several points along the run, not end to end across a dip
  • Cross slope on the run and on every landing above and below it
  • Clear width at the narrowest pinch, including where a sign post, hydrant, or planter intrudes
  • Landing depth at the top, and whether a door swings into that landing
  • Counter slope where the ramp toe meets the gutter pan
  • Detectable warning condition, contrast against the surrounding concrete, and how it's set into the ramp
  • Vertical changes in level at joints and along the flare edges
  • Where water actually sits after a storm, which tells us more than any plan sheet

Why older properties keep failing the same way

Federal accessibility standards set the numbers: a running slope no steeper than 1:12, cross slope no steeper than 1:48, a clear width of at least 36 inches, landings at least 60 inches deep, and detectable warnings at the transition into vehicular traffic. Those numbers haven't moved in a long time. What moves is the property around them.

Three things account for most of what we replace. Asphalt overlays raise the lot without touching the concrete, so the gutter pan climbs and the ramp toe ends up below it, creating a counter slope that pushes a chair backward. Expansive clay lifts one flare or drops one landing, and a cross slope that started compliant no longer is. And plenty of older ramps were built to a looser standard, or none, and nobody measured them again until a complaint arrived.

Requirements can also be layered by state and local amendments and by your own site standards. Confirm what applies with your building department before the scope gets locked.

Half the ramps we tear out were fine the day they were poured. Then the lot got overlaid twice, the pan came up an inch above the ramp toe, and now the thing pushes a wheelchair backward into traffic.

Our curb and flatwork crew
Curb, Gutter & ADA

Curb, gutter, and accessibility questions

Still unsure about something?

Call the crew at (303) 569-4046 and we will talk it through.

Usually just the ramp and enough curb on either side to resolve the grades cleanly. Cutting a ramp out and dropping a new one into the same footprint rarely works, because the counter slope and the landing are the parts that fail. We take back the adjoining sections needed to make the geometry land right, and we say up front how many feet.

Ramps are quick to place and slow to release. Forming, steel, and the pour take a day or two for a handful of locations, and then the concrete needs about seven days before vehicles cross it. Foot traffic can return sooner. We phase them so no accessible route is closed at both ends at once, with temporary routing while sections cure.

The federal requirement is visual contrast with the adjoining surface, light on dark or dark on light, not a particular color. Yellow is common because it contrasts sharply with gray concrete and people recognize it. Some jurisdictions and owners specify a color or product anyway, so confirm with your building department and check your own site standards before we order.

Plow blades and deicers, mostly. A steel edge catching a high spot chips the face, and chloride deicers work into the exposed concrete and scale it from there. On new curb we use air-entrained mix and keep deicers off through the first winter. On existing curb, sealing helps, but a face that's already spalling to the steel needs sections replaced.

No, it's a different tool for a different situation. Extruded curb on a long straight run with a well-set stringline comes out consistent and costs less per foot. It just can't do tight radii, complicated tie-ins, or ADA transitions. Most of our jobs use both, extruded through the straight runs and hand forming at every return and ramp.

Yes, and it usually has to. We work in sections, keep at least one accessible route open to every entrance at all times, and set temporary ramps or routing where the permanent path is out of service. Barricades and signage go up before demolition starts, and we give you a phase map you can send to tenants ahead of time.

Not for most straight replacement in kind. Once drainage is being redesigned, an inlet is moving, or grades have to change to make a route compliant, you want elevations shot and a design behind them. We have a structural engineer on staff and we'll tell you plainly when the scope has crossed from repair into design.
Where We Work

Curb & ADA Across The Front Range

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Finished concrete project at a Colorado home

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Send drawings or a site address and we will walk it, mark the scope, and return a written per-unit breakdown.