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S3.03 — Excavation

Site Prep
& Pad Prep

Austin, TX & Salt Lake City, UT · Residential & Light Commercial

A build-ready pad isn't just flat ground — it's cut to elevation, compacted to spec, and verified before anyone pours concrete. We do the grading. We do the compaction. We hand off with documentation your GC can stand behind.

PAD PREP — CROSS SECTION EXISTING GRADE CUT FILL FINISH GRADE ±0.1 ft COMPACTED SUBGRADE 95% PROCTOR NATIVE SOIL / LIMESTONE RTK ±0.1 2% SLOPE LOT WIDTH — 0.25 to 1 ACRE CUT/FILL CUT ZONE FILL ZONE FINISH GRADE
$5K–$25K
Typical project range
2–5 days
Standard pad timeline
±0.1ft
RTK grade tolerance
0
Rework calls after handoff

Four Scope Items.
All of Them Verified.

SPP.01

Cut / Fill Earthwork

We take the existing terrain — whatever it is — and move material to hit the target elevation. Cuts go to spoil or stockpile. Fill areas get brought up in lifts and compacted, not just dumped and graded flat.

What drives cost up: significant elevation change across the lot, rock at grade depth requiring hammering, large spoil volume requiring off-site haul. Rough cut grading: $3,000–$8,000.
SPP.02

Subgrade Compaction

Graded flat doesn't mean structurally sound. We compact subgrade to the geotechnical spec — typically 95% Standard Proctor. If a soils report calls for something specific, we work to that number. Compaction is documented, not assumed.

What drives cost up: expansive clay subgrade requiring moisture conditioning, deep loose fill areas, engineered fill spec with compaction testing requirements. Adds $500–$2,000 to base scope.
SPP.03

Drainage Slope + Final Grade

A pad that doesn't drain is a foundation problem waiting to happen. Final grade is set to move water away from the building footprint — typically 2% minimum slope to swale or sheet flow direction. We grade to the drainage plan, not just to "level."

What drives cost up: complex drainage plans with multiple directions, sites with existing utilities constraining flow paths, tight tolerances on elevation-sensitive builds. Final grade typically included.
SPP.04

RTK Elevation Verification

Before we demobilize, the pad gets confirmed with RTK GPS. We're not eyeballing it — we're documenting it. You get an elevation grid of the finished surface. Your GC, engineer, or inspector has something to sign off on besides our word.

What drives cost up: projects requiring formal as-built submittals, engineered fill certification, permit-required documentation. Standard RTK verification included in most quotes.
AUSTIN SUBGRADE CONDITIONS TOPSOIL / LOAM 0–6 in EXPANSIVE CLAY 6–36 in — moisture-sensitive SWELL CALICHE / HARDPAN 36–72 in LIMESTONE 72 in + TARGET PAD SLC EQUIVALENT HARDPAN CLAY caliche behavior COBBLE / GRAVEL drainage varies SANDSTONE / QUARTZITE same rock hammer approach

The Ground Here
Doesn't Cooperate.

Austin sits on top of expansive clay over limestone. When that clay gets wet, it moves. When it dries, it shrinks. A pad built without proper cut-depth, moisture conditioning, and compaction documentation will cause foundation problems — sometimes within the first year.

Salt Lake City has its own version: hardpan clay and cobble layers that look solid until a load is applied. Both markets require the same thing — proper subgrade prep, not just flat ground.

FLAG 01

Expansive clay at subgrade depth requires moisture conditioning before compaction — not just grading over. We identify it during assessment and address it before pour day.

FLAG 02

Rock at cut depth changes the scope. We have the hydraulic hammer on-site when Austin limestone is in the profile. You don't wait for a second mobilization.

FLAG 03

Fill material quality matters. If fill is required, we use engineered fill — not spoil from somewhere else on the lot that might include organics or debris.

From Raw Lot to
Build-Ready Pad.

01

Quote + Plan Review

We quote from your site plan or grading plan — not a rough description. Pad dimensions, target elevation, drainage direction, and cut/fill volumes all come from the drawing. If there's no plan yet, we quote a range and firm it up when drawings are finalized.

02

Site Assessment + Utility Locate

We walk the lot before any machine shows up. Existing grade is surveyed, access is confirmed, and 811 utility locate is completed. If the site has been previously graded or filled, we identify any problem areas before the scope is locked.

811 locate completed before every mobilization
03

Rough Cut / Fill

We make the big moves first — cutting high spots to target elevation, bringing low spots up with engineered fill in compacted lifts. Rock that needs breaking gets broken here. Spoil gets staged or hauled depending on what's on-site and what the plan calls for.

04

Subgrade Compaction

Compaction happens in lifts — not all at once. Each lift is compacted before the next goes down. We work to the geotechnical spec; if there's no soils report, we default to 95% Standard Proctor unless your GC or engineer specifies otherwise.

Compaction documented per lift — available on request
05

Final Grade + Drainage Slope

Final pass brings the pad to finish elevation and sets drainage slope. 2% minimum away from the building footprint is standard — steeper if the drainage plan calls for it. We're grading to move water, not just to pass a visual check.

06

RTK Verification + Handoff

Before we pack up, we run an RTK elevation grid across the finished pad. You get documentation of what was built — not just our word that it's done. Photos and elevation data sent before demobilization. Your GC gets a clean handoff, not a phone call two weeks later.

RTK elevation documentation included standard

What Site Prep
Actually Costs.

Pricing depends on lot size, existing grade conditions, cut/fill volume, and rock depth. These ranges come from actual Austin and Salt Lake City projects — not national averages from an estimating database.

Scope Lot Size Timeline Price Range What's Included
Standard Pad Prep 0.25–0.5 acre 2–3 days $5,000–$8,500 Cut/fill, compaction, drainage grade, RTK verification
Large Lot Pad Prep 0.5–1 acre 3–5 days $8,500–$25,000 Extended cut/fill scope, engineered fill lifts, full RTK as-built
Rock Encounter Add-On Per hour / volume +1–3 days $1,800–$6,000 Hydraulic hammer mobilization, rock break, spoil haul
Spoil Haul (off-site) Per load Concurrent $350–$650 / load Typically 6–14 loads depending on cut volume
Engineered Fill Supply Per yard As needed $28–$45 / cu yd Delivered, placed, and compacted in lifts
On pricing honesty: The biggest variable in pad prep is what's under the surface. Rock, expansive clay, and existing buried debris all change the scope. We identify these during site assessment — before we quote a firm number — so you're not getting a low-ball bid that balloons mid-job. If conditions change after we start, we tell you immediately and update the scope before we continue.

Built-Ready Handoffs
For the People Who Need Them.

Infill Developers + Builders

Your GC Needs a Pad,
Not a Problem.

You're working tight lots, existing neighbors, and a schedule that doesn't have room for rework. We come in after demo, grade to your engineer's plan, and hand off with RTK documentation your GC can actually use. One mobilization. One clear handoff. Done.

  • Cut/fill scoped from your site plan — no interpretation errors
  • Compaction documented to geotechnical spec
  • RTK elevation grid delivered before demobilization
  • Rock encounter handled same mobilization — no second trip
  • Debris and spoil hauled, not left for your framing crew to navigate
See the Infill Developer page →
General Contractors + Owner-Builders

One Sub Who Doesn't
Create More Work.

Most GCs have a grading sub they've worked with forever. When that relationship breaks down — or when the job needs more precision than a blade-and-hope approach — ClearGround shows up with RTK GPS, documented compaction, and a finished pad that passes inspection the first time.

  • Available for standalone pad prep or as part of a clearing + excavation package
  • Site assessment completed before mobilization — no surprises on-site
  • Work to engineered or permit-ready plans
  • Drainage slope set to plan specs, not eyeballed
  • Elevation verification included — no additional survey required
Get a quote for your project →

What People Ask
Before They Call.

Do I need a grading plan before you can quote?
Not necessarily. If you have site plans, we prefer to quote from those — it's more accurate. If you're still in planning, we can quote a range based on lot size and approximate cut/fill. We firm up the number once plans are available. We don't lock a price until both sides have the same set of drawings.
What if you hit rock during the cut?
We do a site assessment before mobilizing and identify likely rock depth based on the project location and terrain. If limestone or caliche is expected, we build it into the quote range and have the hydraulic hammer on-site. If rock appears deeper than expected, we update the scope immediately — not after the job is done.
What's the RTK verification you keep mentioning?
RTK (Real-Time Kinematic) GPS gives us elevation accuracy to about ±0.1 ft across the pad. Before we leave the site, we run a grid of elevation shots across the finished surface. You get that data — a confirmation that the pad is built to plan, not just our word that it looks right. Most of our competition doesn't do this.
Do you handle the soils testing / compaction reports?
We document our compaction work. If your project requires formal compaction testing by a licensed geotechnical firm (which some permits and lenders require), that's typically a separate engagement — your GC or engineer coordinates it. We work alongside geotech firms without issue and can time our lifts around their testing schedule.
Can you handle site prep after demolition?
Yes — and it's often more efficient to do both with the same contractor. If a structure has been demolished and debris removed, we can come in immediately after for pad prep. We also handle the full sequence: demo, debris haul, clearing any remaining vegetation, then full site prep. One mobilization for the whole thing on the right projects.
What's the difference between site prep and grading?
Grading typically refers to getting the ground to an elevation. Site prep is the broader scope — it includes subgrade preparation, compaction, drainage engineering, and documentation. You can grade a site without really prepping it. We don't separate the two. A finished pad from us is graded, compacted, drained, and verified — not just flat.

Build-Ready.
Verified. Handed Off.

Describe the project and we'll quote from your plans. No ranges that double after we show up. No surprises that become your GC's problem.

Austin, TX & Salt Lake City, UT · The Ground, Verified.