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Grading & Earthwork · Rio Rancho, NM

Grading & Earthwork in Rio Rancho, NM

Mass grading, excavation, embankment, and subgrade preparation for new development — performed under one NM CID license (#385363) to City of Rio Rancho Standard Construction Specifications Division 200 and Development Process Manual requirements.

NM CID Lic #385363 — Licensed, Bonded & InsuredCity of Rio Rancho Standard Specs Div 200 FocusServing Rio Rancho from Albuquerque HQ
Grading & Earthwork in Rio Rancho

Grading & Earthwork Built to Rio Rancho Standards

Rio Rancho continues to grow across the West Side, Enchanted Hills, Northern Meadows, and master-planned communities. New residential, commercial, and roadway projects require precise mass grading, excavation, embankment, and subgrade preparation that meet City of Rio Rancho Standard Construction Specifications Division 200 (Earthwork) and Development Process Manual drainage and grading requirements. Subgrade is compacted to 95% of maximum density (ASTM D1557) at optimum moisture ±2%, with proof-rolling required before base placement. High-desert sandy loams, caliche, and monsoon runoff demand controlled moisture conditioning and positive drainage. As a licensed contractor serving Rio Rancho, we deliver grading and earthwork that meets Public Works and Engineering expectations for testing, inspection, and long-term performance.

95%

Subgrade Compaction — ASTM D1557 (Div 200 / Sec 205)

Standard Specs Division 200 — Earthwork

City of Rio Rancho Standard Construction Specifications Division 200 covers clearing and grubbing (201), excavation/embankment/borrow (202), unstable subgrade stabilization (203), trench excavation and backfill (204), subgrade preparation (205), and slope/erosion protection (225). Embankment and subgrade are compacted to 95% of maximum density (ASTM D1557) at optimum moisture ±2%.

Subgrade Preparation & Proof-Roll

Section 205 requires the subgrade preparation area to be compacted to 95% maximum density in lifts not exceeding 8 inches loose. Moisture is controlled to optimum ±2%. Prior to base placement the subgrade is proof-rolled with a minimum 25-ton pneumatic roller or 4,000-gallon water truck and must exhibit no displacement. No particles larger than 2½ inches are allowed in the subgrade preparation area.

Testing, Inspection & City Review

Density and moisture testing follow City Minimum Testing Requirements (e.g., embankment 1 per 2,000 CY; subgrade 1 per 2,000 SY). We coordinate plan review, material testing, and inspection with Development Services and Public Works under our NM CID license so finished grades meet design elevations and cross-sections.

High-Desert Soils & Monsoon Drainage

Rio Rancho’s sandy loams and caliche layers require moisture conditioning for proper compaction. Monsoon storms demand positive drainage and erosion control during and after grading. Proper lift thickness, moisture control, and proof-rolling reduce settlement and protect subsequent pavement and structures.

Rio Rancho Grading & Earthwork Process

How Grading & Earthwork Projects Run in Rio Rancho

A clear process designed around City of Rio Rancho Standard Specs Division 200, DPM grading/drainage requirements, and Public Works acceptance.

1
Step 1

Project Scope & Site Evaluation

We review the grading plan, geotechnical data, cut/fill balance, drainage requirements, and Division 200 specifications, then define the full earthwork scope under our NM CID license.

2
Step 2

Design Coordination & Plan Package

Plans address mass grading, embankment, subgrade preparation, and erosion control to City Standard Specs and DPM requirements. Submittals go through Development Services and Public Works for review.

3
Step 3

Permits, Approvals & Pre-Construction

We secure required grading and right-of-way approvals, confirm material sources and testing protocols, and schedule work around development phasing, weather windows, and City inspection.

4
Step 4

Clearing, Earthwork, Compaction & Testing

Crews clear and grub, excavate and place embankment in controlled lifts, moisture-condition and compact to 95% (ASTM D1557), prepare subgrade per Section 205, proof-roll, and perform or coordinate density/moisture testing.

5
Step 5

Final Grades, Inspection & Close-Out

Finished grades are verified to design elevations and cross-sections (±0.25 in per 10–20 ft as specified). Punch list, final inspections, testing documentation, and clear handover for subsequent base, pavement, or building work.

Our Albuquerque headquarters is approximately 20–30 minutes via local routes, allowing reliable mobilization and consistent project supervision for Rio Rancho grading and earthwork sites.

Rio Rancho Regulations

Rio Rancho Grading & Earthwork — Standards & Practical Notes

Practical guidance for grading and earthwork in Rio Rancho. Confirm current requirements with City of Rio Rancho Development Services and Public Works before finalizing scope.

Per City of Rio Rancho Development Services / Public Works

What standards govern grading and earthwork in Rio Rancho?

Earthwork is governed by City of Rio Rancho Standard Construction Specifications Division 200 (Sections 201–205 and 225) and the Development Process Manual (grading, drainage, and erosion control). Embankment and subgrade preparation areas are compacted to 95% of maximum density based on ASTM D1557 at optimum moisture ±2%.

Source: City of Rio Rancho Standard Construction Specifications Division 200

What are the key subgrade preparation requirements?

Section 205 requires compaction to 95% maximum density (ASTM D1557) in lifts not exceeding 8 inches loose, moisture at optimum ±2%, no particles larger than 2½ inches, and proof-rolling with a minimum 25-ton pneumatic roller or 4,000-gallon water truck with no displacement before base placement. Finished subgrade tolerance is typically ±0.25 inches per 10–20 feet.

Source: City of Rio Rancho Standard Specs Section 205

What testing frequencies apply?

City Minimum Testing Requirements typically call for density/moisture testing at 1 per 2,000 CY for embankment and 1 per 2,000 SY for subgrade preparation, plus proctors and classification as material changes. Additional R-value testing may apply per Section 205. Exact frequencies are confirmed with the City Project Manager.

Source: City of Rio Rancho Minimum Testing Requirements

How do local soils and climate affect grading?

Sandy loams and caliche require moisture conditioning for reliable compaction. Monsoon storms demand erosion control and positive drainage during construction. Proper lift thickness, moisture control, and proof-rolling reduce settlement risk for subsequent pavement and structures.

Source: Local high-desert performance / Div 200 practice

Rio Rancho Reviews

Rio Rancho Grading & Earthwork Feedback

Feedback from recent grading and earthwork projects in Rio Rancho.

4.8

31 verified reviews

Mass Grading / Subgrade Prep

“The team took care of the mass grading and subgrade for our Enchanted Hills phase to Division 200 standards — 95% compaction, proof-roll passed, and grades were tight. City inspection went smoothly and the streets went down without issues.”

Site Manager

Enchanted Hills

Site Grading / Embankment

“West Side commercial pad and parking subgrade. Moisture control on the sandy soils was solid, density met City expectations, and the surface was ready for base on schedule. Professional crew and clear documentation.”

Project Manager

West Side / Unser Corridor

Service Areas

Grading & Earthwork — Also Offered In

Professional grading & earthwork available throughout our regional service network in central New Mexico.

Looking for grading & earthwork outside Rio Rancho? We serve the greater metro and surrounding communities under our NM CID license.

FAQ

Grading & Earthwork FAQ — Rio Rancho

Yes. Patriot Asphalt and Construction holds an active NM CID license (#385363), is bonded and insured, and serves Rio Rancho from our Albuquerque headquarters.

Earthwork follows City of Rio Rancho Standard Construction Specifications Division 200 (Sections 201–205 and 225) and the Development Process Manual. Embankment and subgrade are compacted to 95% of maximum density (ASTM D1557) at optimum moisture ±2%.

Section 205 requires 95% compaction in ≤8-inch loose lifts, moisture at optimum ±2%, no particles larger than 2½ inches, and proof-rolling with no displacement before base placement. Finished grade tolerance is typically ±0.25 inches per 10–20 feet.

Density and moisture testing follow City Minimum Testing Requirements (commonly 1 per 2,000 CY for embankment and 1 per 2,000 SY for subgrade). Proctors and classification are performed as material changes. Results are documented for City inspection.

Sandy loams and caliche require moisture conditioning for reliable compaction. Monsoon storms require erosion control and positive drainage. Proper lift thickness, moisture control, and proof-rolling reduce settlement risk for pavement and structures.

Duration depends on cut/fill volume, soil conditions, weather, and City review/inspection schedules. After plans and permits are approved, mid-size residential or commercial grading packages are often measured in weeks. We publish a realistic schedule at contract.

We serve all of Rio Rancho, including Enchanted Hills, Northern Meadows, the West Side, Unser corridor, and surrounding Sandoval County communities within our service radius.

Free Consultation

Start Your Rio Rancho Grading & Earthwork Project

Free, detailed estimate from our team serving Rio Rancho. Licensed, bonded, and insured — NM CID #385363.

Get In Touch

Service Area

Serving Rio Rancho — HQ: 5901-J Wyoming Blvd NE, Suite 134, Albuquerque, NM 87109

Response Time

Mon–Sat: 8:00 AM – 6:00 PM

★ Licensed, Bonded & Insured · Bonded & Insured · Est. 2016