LPC was the General Contractor for Syracuse City on this project. New Secondary Waterlines (2,765 LF PVC 12”, 8” & 6”) with lateral services; New Culinary Waterlines (1,648 LF PVC 12”, 8” & 6”) with lateral services; New Storm Drainage (1,224 LF 12” & 15”) with curb inlets, manholes, & combo boxes; New Sanitary Sewer Lines (1,524 LF 8”) with manholes & lateral services; Complete roadway asphalt removal; New Asphalt Pavement, Park Removals including concrete & landscape removals, new concrete sidewalk, curbs, flatwork, new pavilion, new double volleyball court, lighting, and precast restroom facility; roadway striping; & Concrete sidewalk, ADA ramps, and curb & gutter removals & replacements
LPC was the General Contractor for Layton City on this project. Project included Complete Roadway Green-field Construction, New Culinary Waterline, New Secondary Waterline Main, New Sewer Main, New Storm Drainage/Irrigation Drainage, New Land Drainage:
Clear & grubbing (530,985 SF); remove & replace concrete flatwork, new concrete ped access ramps, new 30" curb & gutter (9,000’); new 5’ wide concrete sidewalk (6,310’); new 10’ wide concrete sidewalk (2,160’); Secondary water main included (12"- 5,844’) of C-900 PVC Pipe & Valves, Bends, Etc.; Culinary water main included (10” – 5,773’, 8” – 293’) of C-900 PVC Pipe & Valves, Bends, Etc.; Sewer main (8” – 5,374’) of SDR-35, 19 new sewer manholes; Land Drainage 990’ – 10” PVC, 310’ – 8” PVC, & 483’ – 8” Perforated PVC; Storm Drainage & Irrigation included 9,575 (15”, 18”, 30” & 36”) RCP, 260’ of 5’x 2’ box culvert with C.I.P. wing walls, 2 large diversion/storm boxes, 65 new combo boxes/inlets/double inlets, manholes, end sections, and 3 large inlet/outlet structures; Re-grading/shaping of an existing pond (70,500 SF) & excavation/build of new large retention pond (131,500 SF); 9,000 Ton of Import to fill in existing pond & channel; Dredge new irrigation ditch – 980’; Roadway excavation 19,666 CY; Ditch Excavation 4,000’ x 16’ wide; Import Granular Borrow 33,729 Ton; Roadbase 21,299 Ton; Asphalt 10,300 Ton; Striping; Signage; Fence (Field & Chain Link); New future lighting & fiber conduits – 13,565’; and New complete Landscape of ponds, park strip & outfall ditch
LPC was the General Contractor for Kaysville City on this project.
LPC was the General Contractor for Syracuse City on this project. New Secondary Waterlines (4,241 LF PVC 8” & 6”) with lateral services; New Culinary Waterlines (2,643 LF PVC 8” & 6”) with lateral services, hydrants, & eclipse sampling stations; New Storm Drainage (1,183 LF 12” RCP & 8” PVC) with curb inlets, manholes, & combo boxes; New Sanitary Sewer Manholes; Complete roadway asphalt removal; New Asphalt Pavement; & Concrete sidewalk, ADA ramps, and curb & gutter removals & replacements
LPC was the General Contractor for Farmington City on this project. Complete Roadway Reconstruction / Widening, Culinary Waterline Main Re-alignments, New Secondary Waterline Main, New Sewer Main Laterals, All New Storm Drainage:
Clear & grubbing (140,600 SF); remove & replace concrete flatwork, new concrete ped access ramps, new 30" curb & gutter (4,029’); new concrete median curb (3,515’); Secondary water main included (10"- 1,912’, 8” – 820’, 6” – 190’ & 4” – 47’) of C-900 PVC Pipe & Valves, Bends, Etc.; Culinary water main included (10” – 1,331’) of C-900 PVC Pipe & Valves, Bends, Etc.; Sewer main laterals included (10” – 232’) of SDR-35; Storm Drainage included (15” – 844’, 18” – 798’, 24” – 1,329’, 30” – 1,600’, 36” – 543’) RCP, 20 new combo boxes/inlets/double inlets, 11 new 5’ & 6’ diameter manholes, end sections, and 1 outlet structure; Roadway excavation 8,050 CY; Import Granular Borrow 7,437 Ton; Roadbase 6,152 Ton; Asphalt Pavement 4,404 Ton; New signage & Striping; Import Topsoil placement 792 Ton; Remove & Replace Fence
We are a subcontract for Granite Construction on this project for North Ogden City. Project Included removal and replacement of 2,150’ – 8” C-900 PVC water main with associated fittings, valves, fire hydrants, etc.; culinary services (30 each); 1,970’ of 15” RCP SD and 23 precast SD structures.
LPC was the General Contractor for Syracuse City on this project. New Culinary Waterline PVC (12” – 950’) & Valves, Bends, Etc.; New Secondary Main PVC (8” – 975’) & Valves, Bends, Etc.; New Eclipse Sampling Stations (5 each); Main Waterline Cup/Cap and/or Reconnect (5 each in UDOT ROW); asphalt pavement patching
LPC was the General Contractor for Syracuse City on this project.
Culinary Waterline Main, Secondary Waterline, PRV, Pump Building – Complete, Sewer Laterals
Clear & grubbing, tree trimming; remove & replace 4" thick sidewalk; remove & repair 30" curb & gutter; remove existing air vac; 18", 16”, 12” & 10” DR-18 C-900 PVC pipe (Blue)(2,421’); 12" DR-14 C-900 PVC pipe (Blue)(1,901’); 12” DR-18 c-900 PVC pipe (Purple)(1,102’); hot tap existing 16" DI main; 20", 18” & 16” MJ X FL butterfly valves (4 Each); 12" & 10” MJ X FL gate valves (12 Each); Misc. tees, reducers & bends (51 Each); connect to existing main (9 Each); secondary pump manifold rebuild; PRV station; 30' X 30' pump building – complete with chlorination system; asphalt pavement patching; sewer laterals (10 Each)
LPC was a subcontractor for Staker Parson on this project. Storm Drainage, Waterline Service Connections-Loops-Meter Relocates, Sewer Laterals & Manhole Collars
Relocate water meter; 4”, 6”, 8” & 12” waterline loops; pipe & box removals; drainage pipe - 15", 18”, 30”, 36” & 42”, RCP - leak-resistant (2,720’); Misc. sized concrete drainage structures (depths from 4’ to 8’ deep)(23 Each); 4', 5’ & 6’ standard manholes (17 Each); waterline service loops; manhole collars
LPC was a subcontractor for Staker Parson on this project. Storm Drainage, Waterline Loops-Meter Relocates, Sewer Lateral Relocates & Reconstruct Utilities
Relocate water meters; 6”, 8” waterline loops; pipe, box & manhole removals; drainage pipe - 30" x 19" RCP (59’); drainage pipe – 15”, 18”, 24", & 36” PVC A-2000 (2,759’); flowable fill; drainage pipe – 18" PVC ADS (74’); 4', 5’ & 6’ standard manholes (19 Each); concrete drainage structures/catch basins/cleanouts (19 Each); relocate sewer laterals; sewer manholes with sewer loops (2 Each)(sewer by-pass set-up/down & monitoring); manhole collars
LPC was a concrete subcontractor for Granite Construction on this project. Concrete Sidewalk, Approaches, Driveways, PCCP, Bio Swale Wall, Curb & Gutter, Slanted Curb, Ped Access Ramps, & Bike Path, Manhole Adjustments, Valve Collars, Culinary Services, Survey Monuments
Furnish & place new frame and grate and cap new boxes in the curb; Type E curb & gutter (1,358’); 12" slanted curb/fillet (1,422 LF); PCCP 11” thick (5,862 SF); 18" wide 8”-12” thick shadow colored border concrete (5,806 LF); drive approach 8” thick (1,779 SF); bike path 5"-8” thick (17,838 SF); crosswalk @ intersection 11” thick (2,610 SF); Raised crosswalk 11” thick (653 SF); concrete bench extension (573 SF); corner pedestrian access / ADA ramp assembly (8 Each, oversized); transition from Type A to Type E curb and gutter; transition from Type A curb & gutter to 12" slanted curb; sidewalk 4” thick (13,748 SF) & 8” thick (2,305 SF); pre-lower and adjust existing manholes and valve boxes; install survey monument; 1” and 2" poly waterline services;
LPC was the site underground subcontractor for Hogan Construction on this project for all new wet utilities (culinary & secondary water, sanitary sewer, & storm drainage:
New culinary waterlines (5,425 LF 10”, 8”, & 6”) with new hydrants, 3-6” fire risers, & 3-8” fire risers; New secondary waterline (408 LF 6”) with new 4” water meter complete; New sanitary sewer (3,362 LF 10”, 8”, 6”, & 4”) with manholes, cleanouts, sampling manholes, & grease traps; New storm drainage (1,235 LF 15”, 6,019 LF 18”, 2,958 LD 24”, 592 LF 30”, 64 LF 36” RCP, 9,091 LF 4”-12” PVC SD) with new curb boxes, inlet boxes, diversion boxes, inlet/outlet structures, & 5’x6’ box culvert structure; New land drainage/French drain (4,135 LF 6”-10”) with boxes
LPC was the site underground subcontractor for Okland Construction on this project for all new wet utilities (culinary & secondary water, sanitary sewer, irrigation, & storm drainage). Project includes new installation of complete site utility infrastructure including but not limited to; 11,000’ of 4” & 8” perforated land drain, 56 cleanouts, & 22 precast concrete structures to control high ground water table; 13,400’ various size & types of storm drainage pipe (12”-48”), 98 precast concrete structures, 170’ of 4’ x 8’ precast box culvert with end wing wall sections & complete canal/creek water by-pass; 8,200’ of 10” PVC culinary water main including all valves, fittings, fire hydrants, fire line riser, and FDC Connection; 4,700’ of 8” PVC secondary water main including all valves & fittings
LPC was the site underground subcontractor for Big D on this project for all new wet utilities (culinary & secondary water, sanitary sewer, & storm drainage).
Project includes new installation of complete site utility infrastructure including but not limited to; 900 feet 4” culinary waterline PVC and meter vault; 4,800 feet of 10” Fire Loop/mainline PVC , valves, fittings, fire hydrants, fire line riser, and FDC Connection; 1,300 feet of 4” sewer line and cleanouts to grade; 5,200 feet of various sizes of storm drain piping (12”, 15” 18”, 24”, 30”, 36”, and 48”), and 25 precast SD structures.
LPC was the site underground subcontractor for Big D on this project. Large Capacity Oil/Water Separators, Culinary Waterline, Storm Drainage, Sewer Line
Installation of 2 each – 13,500-gallon oil water separators to a depth of 21 feet underground with a water table at 11 feet, requiring a 50-foot x 32-foot sheet piled excavation and 6 well point dewatering system running around the clock for the duration. 6” Meter station and culinary service lateral below footing and stubbed 15 feet inside of existing building.
LPC was the site underground & concrete subcontractor for Staker Parson / CW Land on this project for all new wet utilities (culinary & secondary water, sanitary sewer, & storm drainage).