Switchgear duct bank under a Silicon Slopes tech pad
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the truck court open during construction.
Lehi, UT · Utah County
Electric conduit and duct bank boring for Rocky Mountain Power underground programs, Silicon Slopes commercial TI, and I-15 corridor relocations — steerable pulls under Lehi hardscape without full-width trenching.
Electric conduit boring in Lehi places duct bank and primary/secondary runs under parking structures, brick sidewalks, and UDOT ROW when open trench would shut down tenant access or strip new streetscape. Rocky Mountain Power underground conversion projects and commercial switchgear upgrades drive steady demand across I-15 corridor, Silicon Slopes, and Traverse Mountain.
Lehi's shallow stack — existing Rocky Mountain Power primary, city water, Dominion Energy gas, and carrier fiber — requires Blue Stakes 811 tickets and potholes at every paint conflict before pits open. Directional Boring Utah sizes ream passes for your conduit count, vault spacing, and pull length through Utah Lake fringe clay and intermittent cobble.
Post-paving tenant improvement on Silicon Slopes pads cannot trench a full parking aisle to reach new switchgear. HDD links manholes and pull boxes under asphalt with pits offset from striping — pavers stay intact except at vault connections.
Real Utah County angles — not generic statewide copy.
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the truck court open during construction.
Underground conversion replaces overhead tap in a narrow alley with brick walks. HDD avoids stripping the full alley width.
State widening stacks Rocky Mountain Power primary relocations under ROW. Permits, MOT, and night windows precede multi-duct pullback.
Commercial expansion requires duct between buildings under pedestrian sidewalks. Profile avoids shallow gas and water loops.
Lehi electric bores start with locate paint and Rocky Mountain Power as-built review — Blue Stakes 811 before pits, hand digging at conflicts. Ream diameter matches conduit count and bend radius; pull boxes and vault tie-ins are scoped for access cuts. Mud programs manage Utah Lake fringe clay; long pulls monitor tension through Lehi fill.
North Utah County bench clay, Dry Creek alluvium, and compacted fill on Silicon Slopes tech-campus pads — cobble toward Traverse Mountain.
Lehi bores encounter bench clay on most residential grids, Dry Creek alluvium on east-side alignments, and cobble toward Traverse Mountain. Tech-campus fill over native clay adds compaction variables. Silicon Slopes trunk bores at depth may hit cobble lenses without proper bit selection.
Utah County bench winds and tech-campus dust push Lehi crews to plan mud programs for bench clay and TI-schedule windows around Silicon Slopes construction traffic.
Tech-campus construction traffic influences staging windows on corridor jobs. Spring Dry Creek runoff raises groundwater on east-side alignments. Summer heat on exposed campus pads affects crew safety — we plan seasonal windows with TI deadlines.
Lehi City Engineering, Utah County ROW, UDOT I-15 Silicon Slopes relocations, and Dry Creek floodplain on east-side alignments.
Lehi City Engineering handles street and ROW permits. Utah County ROW applies on outer edges toward Saratoga Springs. UDOT controls I-15 Silicon Slopes corridor bores — expect MOT and tight schedule windows. Dry Creek floodplain work may need additional review.
Open-cut across a Silicon Slopes tech pad or new Traverse Mountain streetscape destroys pavers and landscape faster than duct bank boring costs. HDD wins when vaults are separated by paving, ROW is congested, or UDOT limits trench width.
Duct count, vault spacing, asphalt restoration, traffic control, inspection time.
You share plans or describe the problem; we confirm alignment, depth, access, and which trenchless method fits Utah soils.
Blue Stakes 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, UDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Millcreek lots; larger HDD for I-15 or I-80 relocations — matched to length and diameter.
Steered pilot on design line, ream passes sized for your pipe or casing, fluid program tuned for clay or sandstone.
HDPE fusion, steel casing, or multi-duct bundle pulled with tension and bend-radius monitoring.
Pressure test, mandrel, or survey records for owners, inspectors, and operators as spec requires.
Compact pits, replace sod or hardscape per scope, leave Blue Stakes ticket and locate map in your project file.
Conduit count, length, voltage class, soil, vault spacing, and UDOT permits drive price — not a flat per-foot rate.
Yes — we align with utility spec, pull tension limits, and inspection hold points on conversion corridors.
Ream size and pull tension are engineered for your duct count. Confirmed before mobilization with your electrical engineer.
Often yes — offset pits and steerable path under the slab. Vault or pull-box tie-ins may need a small pavement cut.
Blue Stakes 811 with remark tickets and potholes at stacked Rocky Mountain Power, water, and telecom marks — built into schedule lead time.
24/7 — Emergency dispatch statewide. Tell us entry, exit, pipe size, and county — a bore specialist calls back with cost drivers, not a flat rate.
Scope your alignment
Step 1 of 2 — path, pipe, and city first