Grading & Earthwork in Bernalillo, NM
Mass grading, excavation, embankment, and subgrade preparation for new development — performed under one NM CID license (#385363) to Town of Bernalillo Design Standards Chapter 222, Standard Drawings, and Public Works inspection requirements.
Grading & Earthwork Built to Bernalillo Design Standards
Bernalillo sits at approximately 5,050 feet in high-desert country along US 550, Camino del Pueblo (NM 313), and the I-25 corridor. New residential, commercial, and roadway projects require precise mass grading, excavation, embankment, and subgrade preparation that meet Town of Bernalillo Design Standards Chapter 222. Geotechnical reports must include subsurface conditions, AASHTO soil classification, estimated R-value, and a 20-year recommended pavement section. Compaction testing is required at completion of site grading (cuts and fills), at completion of subgrade preparation, and after final lot grading. As a licensed contractor serving Bernalillo, we deliver grading and earthwork that meets Town Engineer and Public Works expectations for testing, inspection, and long-term performance.
Ch. 222
Town of Bernalillo Design Standards — Geotech R-Value Required
Design Standards Chapter 222 & Standard Drawings
Town of Bernalillo Design Standards Chapter 222 govern grading, curbs and gutters, paving, drainage, and drainage structures. Street right-of-way and pavement widths are set in Table 107-1 (local 50'/32'; collector 68'/48'). Pavement structural design for local and collector streets conforms to Standard Drawing 107-2; a geotechnical report with estimated R-value is required before design consideration.
Compaction Testing & Subgrade Preparation
Inspection is required at completion of preliminary clearing, grubbing, and site grading (cuts and fills), with compaction testing of fill material. Compaction tests are required at completion of subgrade preparation and after final grading of lots. Under roads, sidewalks, and driveways, the top 12 inches of trench backfill is commonly compacted to a minimum of 95% of maximum density (ASTM D1557).
Geotechnical Report & R-Value
A geotechnical report must be provided prior to design consideration and must include subsurface soil conditions, AASHTO soil classification, estimated R-value, 20-year recommended pavement section for each roadway classification, and infiltration rates of the native soil. The designing engineer submits existing subgrade bearing values and the proposed structural pavement design to the Town.
High-Desert Climate & Drainage
Bernalillo’s high-desert climate brings intense sun, temperature extremes, and monsoon storms. Site grading and drainage must consider the drainage pattern of adjacent improved and unimproved property and treat upstream areas, where appropriate, as though fully improved. Positive drainage and erosion control protect finished grades and subsequent pavement.
How Grading & Earthwork Projects Run in Bernalillo
A clear process designed around Town of Bernalillo Design Standards Chapter 222, Standard Drawings, and Public Works inspection checkpoints.
Project Scope & Site Evaluation
We review the grading plan, geotechnical data (including R-value), cut/fill balance, drainage requirements, and Chapter 222 standards, then define the full earthwork scope under our NM CID license.
Design Coordination & Plan Package
Plans address mass grading, embankment, subgrade preparation, and drainage to Town Design Standards and Standard Drawings. Geotechnical report and structural pavement design are coordinated for Town review.
Permits, Approvals & Pre-Construction
We secure required approvals, confirm material sources and testing protocols, and schedule work around development phasing, weather windows, and Town inspection checkpoints.
Clearing, Earthwork, Compaction & Testing
Crews clear and grub, excavate and place embankment with required compaction testing of fill, prepare subgrade with compaction tests, proof-roll as needed, and coordinate density/moisture testing for Town inspection.
Final Grades, Inspection & Close-Out
Finished grades are verified; final lot grading includes compaction tests. Punch list, final construction report with certification, testing reports, and as-built drawings support Town acceptance.
Our Albuquerque headquarters is approximately 20–30 minutes via I-25 or local routes, allowing reliable mobilization and consistent project supervision for Bernalillo grading and earthwork sites.
Bernalillo Grading & Earthwork — Standards & Practical Notes
Practical guidance for grading and earthwork in Bernalillo. Confirm current requirements with the Town of Bernalillo Engineer and Public Works Director before finalizing scope.
What standards govern grading and earthwork in Bernalillo?
Town of Bernalillo Design Standards Chapter 222 govern grading, curbs and gutters, paving, drainage, and drainage structures. Street right-of-way and pavement widths are established in Table 107-1. Pavement design for local and collector streets conforms to Standard Drawing 107-2. A geotechnical report with estimated R-value is required prior to design consideration.
Source: Town of Bernalillo Design Standards Chapter 222
What inspection and compaction testing is required?
Inspection is required at completion of preliminary clearing, grubbing, and site grading (cuts and fills), with compaction testing of fill material. Compaction tests are required at completion of subgrade preparation and after final grading of lots. Under roads, sidewalks, and driveways, the top 12 inches of trench backfill is commonly compacted to a minimum of 95% of maximum density (ASTM D1557).
Source: Town of Bernalillo Design Standards — Inspection Requirements
What must a geotechnical report include?
A copy of the geotechnical report must be provided prior to design consideration and must include subsurface soil conditions, AASHTO soil classification, estimated R-value, 20-year recommended pavement section for each roadway classification, and infiltration rates of the native soil.
Source: Town of Bernalillo Design Standards § 107.2.1.4 / 107.3.5
How does local climate affect grading?
At approximately 5,050 feet in high-desert conditions, intense sun, temperature extremes, and monsoon storms require positive drainage, moisture conditioning, and erosion control so finished grades and subgrades perform before base and pavement are placed. Site grading must consider adjacent drainage patterns.
Source: Local high-desert performance / Ch. 222 drainage practice
Bernalillo Grading & Earthwork Feedback
Feedback from recent grading and earthwork projects in Bernalillo.
4.9
41 verified reviews
“They took care of the mass grading and subgrade for our US 550 phase to Chapter 222 standards — compaction testing at every required checkpoint, R-value coordination, and Town inspection went smoothly. The streets went down without issues.”
Developer
US 550 Corridor
“Camino del Pueblo commercial pad and parking subgrade. Density met Town expectations, grades were tight, and the surface was ready for base on schedule. Professional crew and clear documentation.”
Project Manager
Camino del Pueblo (NM 313)
Local Services in Bernalillo, NM
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Commercial and roadway asphalt paving using premium hot mix asphalt compacted to NMDOT specifications.
Subdivision Road Construction in Bernalillo
Complete subdivision road networks from rough grading through final public agency acceptance.
DOT Repair Work in Bernalillo
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Full Roof Replacement in Bernalillo
Complete tear-off and replacement of failing commercial low-slope, flat, and architectural roof assemblies.
TPO Roofing in Bernalillo
Energy-efficient single-ply TPO roofing membranes heat-welded for watertight performance in high-desert climates.
EPDM Roofing in Bernalillo
Durable vulcanized synthetic rubber EPDM roof membranes engineered for extreme thermal expansion and hail resistance.
Master Grading & Earthwork Guide & Standards
Explore comprehensive engineering specifications, materials data, architectural details, and statewide commercial capabilities.
Grading & Earthwork FAQ — Bernalillo
Yes. Patriot Asphalt and Construction holds an active NM CID license (#385363), is bonded and insured, and serves Bernalillo from our Albuquerque headquarters.
Town of Bernalillo Design Standards Chapter 222 govern grading, paving, and drainage. Table 107-1 sets right-of-way and pavement widths. Standard Drawing 107-2 applies to local and collector pavement sections. A geotechnical report with estimated R-value is required prior to design consideration.
Compaction testing of fill is required at completion of site grading (cuts and fills). Compaction tests are required at completion of subgrade preparation and after final grading of lots. Under roads, sidewalks, and driveways, the top 12 inches of trench backfill is commonly compacted to 95% of maximum density (ASTM D1557).
Subsurface soil conditions, AASHTO soil classification, estimated R-value, 20-year recommended pavement section for each roadway classification, and infiltration rates of the native soil.
At approximately 5,050 feet in high-desert conditions, intense sun, temperature extremes, and monsoon storms require positive drainage, moisture conditioning, and erosion control so finished grades and subgrades perform before base and pavement are placed.
Duration depends on cut/fill volume, soil conditions, weather, and Town review/inspection schedules. After plans and approvals are in place, mid-size residential or commercial grading packages are often measured in weeks. We publish a realistic schedule at contract.
We serve all of Bernalillo, including the US 550 corridor, Camino del Pueblo (NM 313), I-25 frontage areas, and surrounding Sandoval County communities within our service radius.
Start Your Bernalillo Grading & Earthwork Project
Free, detailed estimate from our team serving Bernalillo. Licensed, bonded, and insured — NM CID #385363.
Get In Touch
Phone
(505) 502-4914Service Area
Serving Bernalillo — 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