Switchgear duct bank under a Southlands 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.
Aurora, CO · Arapahoe County
Electric conduit and duct bank boring for Xcel underground programs, Fitzsimons commercial TI, and I-225 corridor relocations — steerable pulls under Aurora hardscape without full-width trenching.
Electric conduit boring in Aurora places duct bank and primary/secondary runs under parking structures, brick sidewalks, and CDOT ROW when open trench would shut down tenant access or strip new streetscape. Xcel underground conversion projects and commercial switchgear upgrades drive steady demand across Original Aurora, Southlands, and the Sand Creek warehouse belt.
Aurora's shallow stack — existing Xcel primary, Aurora Water, gas, and carrier fiber — requires Colorado 811 tickets and potholes at every paint conflict before pits open. Directional Boring Colorado sizes ream passes for your conduit count, vault spacing, and pull length through expansive clay and intermittent cobble.
Post-paving tenant improvement on Colfax and Havana 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 Arapahoe 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 Xcel primary relocations under ROW. Permits, MOT, and night windows precede multi-duct pullback.
Medical campus expansion requires duct between buildings under pedestrian plazas. Profile avoids steam and chilled-water loops.
Aurora electric bores start with locate paint and Xcel as-built review — Colorado 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 expansive clay; long pulls monitor tension through Arapahoe County fill.
Aurora mixes expansive plains clay, sandy alluvium near Sand Creek, and decomposed granite toward the Cherry Creek State Park fringe.
Most Aurora bores encounter expansive clay with sand lenses near Sand Creek and Toll Gate Creek. Medical-campus and airport-corridor jobs may hit compacted structural fill over alluvium. East Aurora sandy soils need collapse-resistant mud programs. We do not assume Denver County geology for Aurora alignments.
Plains hail, summer heat, and winter chinook cycles push Aurora crews to plan lightning holds and clay shrink-swell around Colfax and Havana corridors.
Summer hail and lightning affect exposed parking-lot bores. Spring clay saturation along Sand Creek can delay pits. We communicate when weather windows matter for campus or retail schedules.
City of Aurora Public Works, Arapahoe and Adams County ROW, CDOT I-225 relocations, and E-470 authority rules on many bore paths.
City of Aurora permits apply inside city limits; county ROW rules govern pockets along E-470 and unincorporated edges. CDOT I-225 relocations need MOT plans. Campus and hospital jobs add owner security and infection-control coordination on access routes — scoped before mobilization.
Open-cut across a Southlands retail pad or new streetscape destroys pavers and landscape faster than duct bank boring costs. HDD wins when vaults are separated by paving, ROW is congested, or E-470 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 Colorado soils.
Colorado 811 ticket filed; wait period before pits open unless your permit path differs. We pothole where marks conflict.
Bore plan, CDOT or city ROW permits, railroad agreements, and crossing engineering when the path leaves private property.
Compact spread for tight Boulder lots; larger HDD for I-25 or I-70 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 811 ticket and locate map in your project file.
Conduit count, length, voltage class, soil, vault spacing, and CDOT permits drive price — not a flat per-foot rate.
Yes — we align with Xcel 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.
Colorado 811 with remark tickets and potholes at stacked Xcel, Aurora 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