Switchgear duct bank under a Center Street retail pad
Post-TI electrical load requires duct from the vault to new gear across the lot. Steerable bore under asphalt keeps the parking aisle open during construction.
Orem, UT · Utah County
Electric conduit and duct bank boring for Rocky Mountain Power underground programs, Center Street commercial TI, and I-15 corridor relocations — steerable pulls under Orem hardscape without full-width trenching.
Electric conduit boring in Orem 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 Center Street, University Parkway, and the Utah Lake fringe.
Orem'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 Wasatch clay and intermittent cobble.
Post-paving tenant improvement on Center Street 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 parking aisle 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.
Orem 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 Wasatch clay; long pulls monitor tension through Orem fill.
North Utah County bench clay, Utah Lake alluvium on the west fringe, and compacted fill along University Parkway corridor redevelopments.
Orem bores encounter bench clay on most residential grids and Utah Lake alluvium near the west fringe. University Parkway corridor fill over native clay adds compaction variables. Lake-adjacent pulls need buoyancy-aware ream staging when spring runoff raises groundwater.
Utah Lake wind and bench snowmelt push Orem crews to plan seasonal groundwater windows on lake-fringe alignments and mud programs for bench clay.
Utah Lake wind and spring runoff affect west-fringe groundwater. Summer heat on University Parkway pads affects crew safety. We plan seasonal windows with commercial tenant and HOA restoration schedules.
Orem City Public Works, Utah County ROW, UDOT I-15 and University Parkway relocations, and Utah Lake shoreline adjacency on west-side paths.
Orem City Public Works handles street and ROW permits. Utah County ROW applies on outer edges toward Lindon. UDOT controls I-15 and University Parkway state bores. Utah Lake shoreline work may need additional review on west-side alignments.
Open-cut across a Center Street retail pad or new University Parkway 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