UDOT utility relocation under I-15 at Point of the Mountain
Widening stacks multi-utility relocations under state ROW. HDD narrows lane closure footprint — MOT, night windows, and permit calendars scoped before mobilization.
Draper, UT · Salt Lake County
Engineered crossings under Corner Canyon washes, UDOT I-15 at Point of the Mountain, and Traverse Ridge paths — HDD and auger bore relocations where Draper open cut will not clear agency review.
River, highway, and railroad crossing bores in Draper address UDOT relocations on I-15, Corner Canyon wash paths, and railroad agreements near the industrial belt along 12300 South. Steerable HDD and cased auger bore keep lane closures and wash disturbance narrower than open trench when permits allow trenchless.
Corner Canyon wash crossings combine seasonal flows, cobble, and Salt Lake County rules — alignment and mud programs are engineered for groundwater and buoyancy on long HDPE pulls. UDOT MOT plans and railroad flagging windows often drive calendar months before steel enters the ground.
Directional Boring Utah scopes crossing work with geotech, permit path, and utility stack review upfront — not from a residential per-foot template. Whether your obstacle is I-15 Point of the Mountain frontage, a rail spur, or a wash tributary near SunCrest, method selection follows agency spec and sandstone bench geology.
Real Salt Lake County angles — not generic statewide copy.
Widening stacks multi-utility relocations under state ROW. HDD narrows lane closure footprint — MOT, night windows, and permit calendars scoped before mobilization.
Wash stability and bank rules favor bored installation. Mud weight and pullback plan account for seasonal flows and cobble.
Railroad template requires steel casing, flagging, and installation windows. Lead time exceeds physical jack duration — agreements scoped in the quote.
Combined UDOT ROW, shallow Rocky Mountain Power primary, and commercial access roads. Engineered profile and casing spec follow owner and agency detail.
Draper crossing bores begin with engineered alignment, geotech, and permit path — UDOT, railroad owners, and Corner Canyon wash review where applicable. Rig class and casing approach follow span, diameter, and soil; MOT and flagging precede pit work. Pilot, ream, and pullback are monitored for buoyancy on wash alluvium through sandstone bench geology.
Draper bench alluvial fans, Corner Canyon wash cobble, and lake-bed clay on west grids — bedrock risk on SunCrest and Traverse Ridge uphill shots.
Draper bores hit alluvial fan cobble on bench lots, Corner Canyon wash alluvium on east alignments, and lake-bed clay on west grids. SunCrest and Traverse Ridge uphill shots add bedrock risk at depth. Point of the Mountain wind does not change soil but affects exposed pad operations.
Point of the Mountain wind and bench snow push Draper crews to plan mud programs for alluvial fan cobble and wind-exposed pad holds on SunCrest and Corner Canyon lots.
Point of the Mountain wind affects exposed rig staging year-round. Spring canyon runoff raises Corner Canyon wash levels. Winter bench snow affects uphill pit access on SunCrest lots — we plan seasonal windows with HOA restoration schedules.
Draper City Public Works, Salt Lake County ROW, UDOT I-15 Point of the Mountain relocations, and Corner Canyon wash floodplain on east-side paths.
Draper City Public Works handles street and ROW permits. UDOT controls I-15 Point of the Mountain state corridor bores. Corner Canyon wash floodplain work may need additional review on east-side alignments. Uphill HOA communities require detailed restoration plans.
Open-cut across I-15 or active railroad ROW is rarely permitted full width. Corner Canyon wash open trenching triggers stability review — trenchless is default when agencies allow.
Length, diameter, groundwater, environmental windows, flagging, engineering, inspection.
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.
UDOT MOT and utility agreements often need weeks to months. Quote includes permit scope and realistic calendar.
Yes — engineered HDD or cased bore with wash awareness, mud programs for cobble, and seasonal flow planning.
Railroad spec often dictates casing pushes. Curved HDPE without casing may favor HDD when template allows — we review your engineer's method note.
Seasonal flows and cobble change shoring, mud weight, and schedule. Spring runoff alignments need seasonal awareness.
Span, diameter, soil, dewatering, UDOT and railroad permits, MOT, and casing drive price — send alignment for an engineered estimate.
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