Water decides how we build in Loveland, and it decides early. Four days of heavy rain in September 2013 flooded the city along the Big Thompson River, closed roads and collapsed sections of US 34 on the way to Estes Park, so any owner planning a foundation, a pavement or a utility line here is entitled to ask what that history means for the drawings. For us it means grade, drainage paths and slab elevations are checked against where water would travel before anything is excavated.
That caution sits beside a market that is mostly dry, heavy and industrial. Northern Colorado Regional Airport covers just over 1,000 acres about 5 miles northeast of the city, and Centerra, at the I-25 and US 34 interchange, concentrates shopping, medical and arena uses in one place. We coordinate trade partners for concrete, underground utilities and earthwork for both kinds of owner.
Our method is to separate two questions: what the ground and the weather will do, and what the building needs from its slab. We attach a quantity, a sequence and a pour window to each, so you can compare our proposal with any other on the same terms.
After a flood like the one in 2013, owners ask first about roads, crossings and low utility vaults. We look at where a site sheds water, whether a lowered dock pit or below-grade room would sit in the likely flow, and how storm lines tie back to the existing system. Work on culverts and headwalls is often the first package on a river-adjacent parcel, because the rest of the grading depends on it.
Subgrade near the river corridor can carry shallow water, so we plan for dewatering before footings are opened and we do not set reinforcing in a wet bottom. Where the geotechnical report calls for over-excavation and recompaction, we price the haul-off and the imported fill at the start, so the cost is known before the bucket finds it.
Northern Colorado Regional Airport has an 8,500 ft by 100 ft main runway and a crosswind runway, with roughly 85,000 to 95,000 takeoffs and landings a year. Buildings beside a field like that tend to be aviation support, flex industrial and warehouse space. Aircraft hangar floors carry heavy point loads, are usually sloped to drains and have very wide door openings, so we settle reinforcing, thickened edges and slope before the first truck arrives.
Many shells in this setting are tilt-up. Tilt-up concrete panels are cast on the floor slab, which makes slab flatness, joint layout and curing compound a panel-casting question as well as a floor question. We choose the compound with the panel bond-breaker in mind, and we lay out the pours so the casting bed is ready when the forming crew is.
US 34 enters Loveland from Big Thompson Canyon as Eisenhower Boulevard, becomes a four-lane expressway and meets I-25 and US 287 inside the city. Retail, restaurants and medical offices gather where those roads cross, and they share a set of needs: curb and gutter, paved parking, accessible routes and utility services stubbed out ahead of the building.
Centerra, shared by Loveland and Johnstown, is a commercial hub with shopping centers, a mall, a medical center and the Blue Arena. A pad in that setting may take only a few mixer loads, yet the utility connections, the parking field and the entry drive turn it into a coordination job with neighboring tenants and the center's owner. We keep a running list of who needs what and when, and we pour around it.
Speculative and build-to-suit commercial developers usually want a pad graded to tolerance, utilities stubbed and a flatwork package priced as one bid. Our proposals break the scope into earthwork, underground, building concrete and site concrete, so a developer can see what each piece costs and what can be phased.
Public owners in a river city look at restoration and resilience: road base and curb replacement, storm outfalls and upsized crossings. If you are on the municipal and public works side, we can price to your bid format, and we are used to documenting compaction, concrete cylinders and inspections in the form your inspector expects.
Most of the utility work in Loveland happens close to an expressway or an arterial, and that shapes the safety plan. We pothole before we trench, using utility potholing and locating to expose existing lines instead of trusting a record drawing, and we shore or slope every trench to the depth and soil type.
Traffic control, flaggers and truck-turnaround areas are drawn into the plan before the crew mobilizes. A mixer truck backing across a live lane is a risk we remove through layout, which usually costs less than managing it day by day.
Send the grading plan, the geotechnical report and your target pour months. We will respond with quantities, a sequence and a clear statement of the flood and weather allowances in our price.
We start from the drainage plan and the geotechnical report, then check slab elevations, dock pits and utility vaults against likely flow paths. Where groundwater is shallow we include dewatering and a stable working base. We also ask the engineer to confirm outfalls and culvert sizes before we build around them, since changing those after the pad is graded is expensive.
Yes, and the first step is usually a call to the airport sponsor. Cranes, pumps and tall equipment can be subject to height and notification rules near a runway, and we plan the pour method around them. Hangar floors also need slope to drains and heavy-load reinforcing, which we settle with the engineer before ordering steel.
We work across the city. The difference between a Centerra pad and a west-side site is mostly access and neighboring tenants, not capability. At the interchange we pay more attention to truck queuing and shared drives, and on older streets we pay more attention to existing utilities.
Traffic at the approach is the usual cause. A loaded mixer has a limited time to discharge, so we time deliveries away from peak congestion and agree on a staging point with the batch plant. When a route is closed or backed up, we would rather hold the order than place concrete past its window.
We carry a line for dewatering when the report or the site history suggests shallow water, and we state the pumping assumptions. For unknown soils we price the base case from the boring logs and describe the unit rate for over-excavation if the bottom is soft. That way the change, if it comes, is a quantity and not a debate.