Structural PE Stamp in El Paso County, TX: What Gets Reviewed?

The structural review in El Paso County starts with the geotechnical report, because the desert ground varies more than owners expect. Sandy and gravelly soils can offer excellent bearing — and the PE verifies the design takes proper advantage of it rather than defaulting to an overdesigned generic foundation. Caliche layers change the excavation story and sometimes the bearing story, and the review checks that the foundation design acknowledges what the borings actually found. Where the report flags soluble or collapsible soils, the moisture-management and foundation recommendations become design requirements, not suggestions. I check the foundation design against the report line by line: bearing pressures, settlement expectations, pier or footing depths, and the drainage detailing that keeps water away from the foundation in a climate where rare heavy rains do the damage. The sealed foundation sheets reference the report they were designed from, because a county or city reviewer will check that reference — and because responsible charge means the engineer tied the design to the ground, not to a template.

A large share of El Paso County's current development sits outside the City of El Paso — county subdivisions, corridor commercial, industrial and logistics sites — and the county's permitting process governs all of it. My groundwork on these projects includes confirming the county's current submittal requirements, because county processes evolve with the development volume, and verifying that the structural package addresses any county-specific conditions: grading and drainage coordination, access-related requirements, and subdivision infrastructure interfaces that the structural drawings need to acknowledge. The engineering review itself holds the same standard regardless of AHJ — responsible charge, verified calculations, marked revisions, then the seal — but the package is assembled for the jurisdiction that will review it. A complete first submittal with the F-number block correct, the geotechnical report referenced, design criteria shown on the drawings, and the calc package organized moves fastest through either the county's or the city's intake.

A structural package is ready for the PE's review — and then for the AHJ — when these items are resolved. Desert-ground foundation verification and jurisdiction confirmation lead the list. • AHJ confirmed by parcel: City of El Paso vs unincorporated El Paso County • Texas-licensed PE in responsible charge under TBPELS Rule 137.33; firm's F-number on the seal block • Geotechnical report with site-specific foundation recommendations for the desert soils • Foundation design verified against the report: bearing, settlement, depths, drainage detailing • Terrain-driven detailing where applicable: stepped footings, retaining, slope drainage • Complete gravity and lateral framing with a detailed, continuous load path • Calculations package organized so a reviewer can trace members to math