Dust is the first thing a mesa site gives you and the last thing you stop managing. Clearing and grading an industrial pad in the Albuquerque metro means moving a lot of dry ground in wind, and then shaping it so that the next hard rain does not undo the work. We handle clearing, stripping, cut and fill, and final subgrade for plants, warehouses, truck courts and yards, with equal attention to the earth we move and the water that will cross it afterward.
The metro offers a wide menu of grading problems. Elevations inside the city range from about 4,900 feet near the Rio Grande to more than 6,700 feet in the foothills, and the airport at the top of Nine Mile Hill on the West Mesa sits at 5,834 feet. Between those points the ground changes from river valley deposits to mesa to foothill material, and each behaves differently under a roller and under a downpour.
Good grading is invisible when it is done well: pads that drain, subgrades that pass proof-rolling, slopes that hold and an erosion plan that actually protected something. We aim for exactly that, and we treat the grading plan as a drainage plan with a building on it.
Our scope usually starts with clearing and grubbing, stripping and stockpiling of topsoil where it is useful, and removal of unsuitable material. It continues with cut and fill to design grades, moisture conditioning, compaction in lifts with density testing, fine grading of the building pad and paved areas, and temporary and permanent erosion control. Haul roads, construction entrances and stockpile areas are laid out early so that trucks and scrapers have a clean route.
The earthwork has to line up with the rest of the site package. Utility trenches, detention basins and truck court subgrades are cut as the grade is brought up, not after it, so we do not dig into finished work. A close tie to stormwater detention and drainage matters here, because the basin often supplies the fill, and its location sets the rest of the grading balance.
We start with a cut and fill balance from the topographic survey and the geotechnical report, and we try to make a site balance on its own, since importing or exporting soil is among the most costly items on any grading budget. If it cannot balance, we say how much needs to move and where it can go. Existing soils are tested to determine whether they can serve as structural fill under the slab or only as general fill elsewhere.
Moisture is the quiet variable. Mesa soils in this climate often arrive dry, and getting them to optimum moisture for compaction takes water, time and a haul route for the water truck. We plan it in, and we schedule proof-rolling so that the subgrade is checked before the next trade is allowed on. A tilt-wall building pad in particular needs a stable, flat casting surface and a firm path for the crane.
Dust control is a compliance issue as well as a courtesy to neighbors. We water haul roads and work areas, limit exposed ground by working in sections, apply stabilizers where a surface will sit idle, and stop or slow work when the wind makes control impossible. Stabilized construction entrances keep mud and dust off public roads, and we sweep them.
Erosion control covers wind and water. Silt fences, wattles, inlet protection and temporary basins are installed before the first major cut and maintained after each storm. Desert drainage is dramatic: a normally dry arroyo can run hard within minutes of a distant storm, so we avoid staging equipment in channels and we watch the forecast on grading days.
Mass grading is the first big step and often the one that sets the calendar. We aim to open the site early, work in sections and hand over finished pads to utilities and foundations as soon as they are tested. A section that passes compaction tests and is released to the next crew keeps the project moving; a section waiting on a re-test does not.
For work where the next scope is the site utilities package, we coordinate trench depths and bedding with the grading so that utilities are not cut through the engineered fill. When the site becomes a truck court later, we shape and compact the subgrade to the pavement designer's requirements from the start.
On the West Mesa, a fulfillment center in Upper Petroglyphs Industrial Park off I-40 near the city's airport on the mesa shows how much infrastructure follows large industrial grading: the county committed a $6.5 million incentive grant for street extensions, curbs, lighting and paving. If you are weighing parcels near Atrisco Vista and the I-40 interchanges, we can tell you what the access roads and drainage will require.
On the other side of the metro, the Los Lunas and Belen areas offer large rail-served parcels with different soils and a flatter profile. Metals and heavy industry users in particular tend to need large, heavily compacted pads for equipment, and we plan the grading and testing for those loads. North-side parcels near the Balloon Fiesta Park area raise their own grading and drainage questions, and we walk those through with owners early.
Send the survey and any soil report you have and we will return a grading approach, a rough earthwork balance and the questions to settle before you sign for the ground.
It depends on acreage, volume and weather, and we give a schedule only after seeing the survey and soil report. Larger sites are normally graded in sections so that utilities and foundations can follow close behind. We show the section plan and test schedule so you know what to expect.
A lot. It tells us what the soil is, how much it will settle, how deep unsuitable material goes, what moisture and compaction are required and whether groundwater is close. Without it, grading is guesswork. With it, we can budget overexcavation and select the right equipment.
We can, but we adjust. Water trucks work harder, areas are opened in smaller sections and we stop when dust cannot be controlled. Wind is part of the plan, not an excuse, and it is one of the reasons we keep a schedule contingency for the early spring months.
Typically yes, and often a stormwater pollution prevention plan as well. The requirements depend on the jurisdiction and the area disturbed. We coordinate the submittals as part of our permitting work and make sure the erosion controls are installed as drawn before the first cut.
First we look for a use on the site, such as berms, detention embankments or fill under paved areas. If soil must leave, we identify an approved receiving location and haul route. Moving soil is costly, so reducing it is usually the best saving available.
Tell us about the property, the building and the schedule.
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