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MCS-SPEC-06Earthwork
Grading
Cut/fill, compaction & finish grading to design elevation for a stable base.
Scope Overview
Professional site grading and preparation to create a properly leveled, stable surface for construction and concrete installation — including cut/fill, compaction, and finish grading to design elevation.
Technical Specification
Specification Details
01
Material & Compaction
| Parameter | Specification |
|---|---|
| Fill Material | Engineered fill, free of organics & debris |
| Moisture | Within ±2% of optimum per Proctor |
| Compaction | 95% SPD (structural); 90% SPD (landscaped) |
| Equipment | Plate compactors, smooth-drum rollers, scrapers |
02
Execution & Tolerances
| Parameter | Specification |
|---|---|
| Existing Conditions | Strip topsoil & organics; proof-roll subgrade |
| Rough Grade | Cut/fill to design elevations within ±0.1 ft |
| Compaction | Lifts ≤ 8 in; density tested per geotech |
| Drainage | Grade to shed water; positive slope from foundations |
| Finish Grade | Smooth, uniform, ready for base / subbase |
| Erosion | Temporary controls per SWPPP |
03
Quality Assurance & Acceptance
- Existing subgrade proof-rolled to identify soft or unstable areas.
- Density testing performed per geotechnical recommendations and frequency.
- Finish grades verified against design elevations before placing base or concrete.
- Site left stable, draining, and ready for the next phase of construction.
Need this spec tailored to your project?
These sheets are our standard baseline. For project-specific specifications and a detailed estimate, send us your project details.