4354 Town Center Blvd, #114-301
El Dorado Hills, CA 95762
Phone: (408) 838-9572
info@ricardobedoy.com
Education:
California State Polytechnic University, Pomona
B.S. Civil Engineering, 1983 |
Registration:
Registered Civil Engineer
California No. 39403
Nevada No. 15215 |
Professional Affiliations:
American Water Works Association
Mr. Bedoy has over 25 years experience in the design and construction management of civil engineering projects to $32 million. He has managed the design and construction of water, sewer, flood control, and street projects and is skilled in design, construction management, cost estimating, claims analysis, schedule analysis, negotiations, and constructability & bidability reviews.
Summary of Related Experience:
(as Ricardo Bedoy, Inc.)
Construction Management
Pajaro Valley Water Management Agency, 2006 BMP Construction Program, Coastal Distribution System (CDS) -- Construction Manager for the construction of the $17,250,000 CDS project. The project consists of 10 miles of recycled water pipeline ranging from 12-inch to 36-inch welded steel pipe, 2 bores across Highway 1, one Horizontal Directional Drill across the Pajaro River comprising of 1,300 feet of 36-inch x ¾" thick welded steel pipe, 44 turnouts, pipe fabrication inspection, corrosion system, instrumentation system, environmental mitigation, and extensive grower coordination.
Client: Jacobs Civil, Inc.
Year 2006-2008
Santa Clara Valley Water District, Lower Silver Creek Reach 3, Phase 3 -- Resident Engineer for the 1,400 lineal feet of channel improvements along the Lower Silver Creek with a $9,814,000 construction cost. The project consisted of shoring, excavation, concrete lined channel, concrete box culvert, trapezoidal earthen channel with gabion improvements, flood walls, shotcrete, rip-rap, traffic bridge replacement using prestressed girder construction, pedestrian bridge replacement, utility relocations, planting and irrigation and environmentally sensitive areas. The project also consisted of significant documentation, survey coordination, soil testing, material testing, and cost estimating.
Client: Harris & Associates
Year 2005-2006
Santa Clara Valley Water District, Lower Silver Creek Reach 3, Phase 1 -- Resident Engineer for the 3,200 lineal feet of channel improvements along the Lower Silver Creek with a $10,675,000 construction cost. The project consisted of shoring, excavation, concrete lined channel, trapezoidal earthen channel, flood walls, shotcrete, rip-rap, planting and irrigation and environmentally sensitive areas. The project also consisted of significant documentation, change order negotiation, survey coordination, soil testing, material testing, and cost estimating.
Client: Harris & Associates
Year 2004-2005
Santa Clara Valley Water District, Lower Silver Creek Reaches 1 & 2 -- Resident Engineer for the 5,000 lineal feet of channel improvements along the Lower Silver Creek with a $14,700,000 construction cost. The project consisted of shoring, excavation, concrete lined channel, trapezoidal earthen channel with gabion improvements, flood walls, shotcrete, rip-rap, planting and irrigation and environmentally sensitive areas. The project also consisted of significant documentation, change order negotiation, survey coordination, soil testing, material testing, and cost estimating.
Client: Harris & Associates
Year 2002-2004
City of Gilroy, Santa Teresa & Miller Water Tank -- Resident Engineer for 5.0 MG reinforced concrete rectangular reservoir with a $4,000,000 construction cost. The project consisted of mass excavation, foundation, floor, wall, and roof construction, prestressed girder construction, soil nail shoring system, and associated pipe works.
Client: Harris & Associates
Year 2001-2002
City of Gilroy, Water Line and Sewer Main Improvements -- Resident Engineer for 3,000 lineal feet of 8-inch ductile iron water main replacement and 1,500 lineal feet of 8-inch PVC sewer main replacement along residential streets with a $700,000 construction cost. The project also consisted of extensive traffic control considerations, utility conflicts, and public relations.
Client: Harris & Associates
Year 2002
County of Santa Cruz, Pump Station HVAC Improvements -- Resident Engineer for the replacement of HVAC and gas monitoring equipment at three sewage lift stations having a $300,000 construction cost. The project consisted of scrubber and exhaust fan replacement, ductwork, gas monitoring equipment, electrical work, electrical code upgrades, and air balancing.
Client: Harris & Associates
Year 2001
City of Vallejo, Fleming Hill Clearwell Rehabilitation Project - Resident Engineer for the rehabilitation of an existing clearwell. The project consisted of concrete demolition, placement of new wall and floor concrete slabs with waterstop design and removal of existing roof deck coatings and coat with new sealant products. Construction costs estimated at $2,500,000.
Client: Montgomery Watson
Year 2001
Union Sanitary District, Newark Sub-Basin Upper Relief Sewer Project - Deputy Resident Engineer for the construction of 3,500 feet of 21-inch polycrete sewer using micro-tunneling methods. The project consisted of a highway bridge under crossing, railroad crossing, construction in residential and commercial areas; construction cost of $3,000,000.
Client: O'Brien Kreitzburg
Year 2000
Contra Costa Water District, Willow Pass Pump Station and Pipeline -- Construction Administrator and Resident Engineer for the construction of the $7,000,000 pump station and pipeline. The project consisted of a 20,000 GPM pump station, two miles of 30-inch and 36-inch steel pipeline through residential and commercial areas, contaminated soil removal, corrosion system, instrumentation system, and extensive utility conflicts.
Client: Sverdrup Civil
Year 1999-2000
Contra Costa Water District, Canal Slope Repairs -- Construction Administrator for the construction of the $650,000 slope repair along the Contra Costa Canal. The project consisted of 105 slope repair features along the 47 mile canal by turf reinforcement matrix, controlled density fill, rip rap, and hydroseed methods. The project also required the coordination of canal cleaning activities, trail usage along the canal, and repairs to the Kirker Creek crossing.
Client: Sverdrup Civil
Year 1998
Contra Costa Water District, Bay Point Pipeline and Pump Station -- Construction Administrator for the construction of the $3,200,000 pipeline and pump station. The project consisted of three miles of 16-inch and 20-inch steel pipeline through residential areas, Federal property, contaminated soil removal, corrosion system with one deep anode well and rectifier, and extensive utility conflicts. The project also consisted of a dual usage pump station complete with instrumentation system.
Client: Sverdrup Civil
Year 1998
Summary of Related Experience:
(Prior to Establishment of Ricardo Bedoy, Inc.)
Construction Management
Monterey County Water Resources Agency, Castroville Seawater Intrusion Project (CSIP) -- Construction Manager for the construction of the $32,000,000 CSIP. The project consisted of 43 miles of reclaimed water pipeline ranging from 12-inch to16-inch high density polyethylene pipe, 18-inch to 51-inch concrete cylinder pipe, retrofit of 17 existing water wells, six new wells, three pump stations, 30 bores, two micro-tunnels, corrosion system with 46 deep anode wells and rectifiers, instrumentation system, highway crossings, railroad crossings, environmental mitigation, and extensive utility conflicts. Performed third-party design, bidability, and constructability reviews at 60 percent, 95 percent, and final stages.
Year 1995-1997
San Diego County Water Authority, Pipeline 4 Extension, Phase II -- Deputy Resident Engineer for the 7.75 mile long 72-inch and 96-inch steel pipeline project with a $25,000,000 construction cost. The project consisted of construction through fully developed residential areas, open country, tunnel crossings of major arterials, and environmentally sensitive areas. The project also consisted of significant documentation, change order negotiation, survey coordination, soil testing, material testing, weld testing, corrosion control, blasting operations, and cost estimating.
Year 1992-1993
City of Oceanside, 5th Aqueduct Supply Line, Phase I -- Provided construction administration for the project which consisted of 40,000 feet of 42-inch ductile iron water main through busy streets and having a $8,000,000 construction cost. The project also consisted of extensive traffic control considerations and utility crossings.
Year 1993
City of Escondido, Reclaimed Water Distribution System -- Construction Manager for the third-party bidability and constructability reviews at 90 percent and final stages. The project consisted of 25 miles of reclaimed water pipeline ranging from 4-inch to12-inch polyvinyl chloride pipe, 14-inch to 36-inch steel pipe, two prestressed concrete reservoirs, and one pressure reducing station. The pipeline alignment was routed through heavy commercial districts, residential areas, schools, community parks, bridge and highway crossings, flood control channel crossings, and environmental mitigation and a $30,000,000 estimated construction cost.
Year 1994
San Diego Gas & Electric, Pipeline 2000 -- Resident Engineer for Phase II consisting of 30,000 feet of 36-inch steel gas main through heavily travelled commercial districts and a $6,000,000 construction cost.
Year 1994
City of Compton, Sewer Rehabilitation -- Construction Manager for the third-party design, bidability, and constructability reviews at various stages. The project consisted of 10,000 feet of sewer rehabilitation by replacement, inversion lining, slip lining, and pipe bursting methods through commercial, residential, and light rail corridors; estimated construction cost $750,000.
Year 1993
City of Azusa, Foothill Boulevard Transmission Line -- Resident Engineer for 6,000 feet of 16-inch and 20-inch ductile iron water main with a $600,000 construction cost. The project consisted of construction along a heavily travelled commercial district and required careful traffic control considerations to minimize the disruption to traffic and local businesses.
Year 1989
Pipeline Design
San Diego County Water Authority, Pipeline 4 Extension, Phase II -- Project Engineer for the 7.75 mile long 72-inch and 96-inch steel pipeline project with a $25,000,000 construction cost. The project design consisted of alignments through fully developed residential areas, open country, tunnel crossings of major arterials, and environmentally sensitive areas. The project also consisted of corrosion control, blasting parameters, pipe shell design, specifications, and cost estimating.
Year 1991-1992
San Diego Gas & Electric, Pipeline 2000 -- Project Engineer for Phase II consisting of 30,000 feet of 36-inch steel gas main through heavily travelled commercial districts and a $6,000,000 construction cost. The project design also consisted of the preparation of design documents for construction.
Year 1993-1994
City of Oceanside, 5th Aqueduct Supply Line, Phase I -- Project Engineer for a project which consisted of 40,000 feet of 42-inch ductile iron water main through busy streets and extensive utility crossings and having a $8,000,000 construction cost. The project design also consisted of the preparation of design documents having extensive traffic control considerations.
Year 1992-1993
Porter Ranch Development Company, Sesnon Boulevard Trunk Line -- Project Manager for 2,500 feet of 30-inch steel trunk line involving the City of Los Angeles, Department of Water & Power, and having a $750,000 construction cost. The project consisted of the preparation of plans and specifications, cost estimating, and construction administration for the Porter Ranch Development Company.
Year 1989-1990
City of Azusa, Foothill Boulevard Transmission Line -- Project Engineer for 6,000 feet of 16-inch and 20-inch ductile iron water main with a $600,000 construction cost. The project design consisted of careful traffic control considerations to minimize the disruption to local businesses.
Year 1988-1989
Los Angeles County Waterworks District, 60th Street West Transmission Line -- Project Engineer for 10,000 feet of 18-inch steel transmission line with an $700,000 construction cost. The project consisted of the preparation of plans and specifications and cost estimating.
Year 1988-1989
Crystal Ranch Development Company, Crystal Ranch -- Project Engineer for 20,000 feet of 6-inch and 12-inch ductile iron water main (to serve Tracts 43943, 43933, 43934, and 43935) involving the City of Los Angeles, Department of Water & Power, and having a $650,000 construction cost. The project consisted of the preparation of plans and specifications, and cost estimating for the Crystal Ranch Development Company.
Year 1988-1989
City of Lakewood, Ashworth Street -- Project Engineer for 10,000 feet of 6-inch and 8-inch ductile iron water mains through residential streets and having a $350,000 construction cost. The project consisted of the preparation of plans and specifications and cost estimating.
Year 1985-1986
Pump Station Design
La Habra Heights County Water District, Pump Plant No. 6 -- Project Manager for the design and construction of a pump station relocation having a $500,000 construction cost. The project consisted of site selection and layout, building and piping layout, specifications, cost estimating, and construction administration.
Year 1990-1991
Anden Group, Cooks Canyon Pump Station -- Project Manager for the design and construction of a pump station to serve the Markridge Development and having a $500,000 construction cost. The project consisted of grading, drainage, building, piping, chlorination, telemetry, specifications, and construction administration.
Year 1990-1991
Crystal Ranch Development Company, Hillhurst Pump Station -- Project Manager for the design and construction of a pump station to serve the Crystal Ranch Development (involving the City of Los Angeles, Department of Water & Power), and having a $1,300,000 construction cost. The project consisted of grading, drainage, building, piping, one natural gas driven pump, four electric motor driven pumps, chlorination, telemetry, specifications, and construction administration.
Year 1989-1990
Homes by Polygon, Chevy Chase Pump Station -- Project Manager for the design and construction of a pump station to serve the San Rafael Development and having a $1,200,000 construction cost. The project consisted of grading, drainage, building, piping, one natural gas driven pump, one electric motor driven pump, chlorination, telemetry, specifications, and construction administration.
Year 1988-1989
City of Huntington Park, Pump Station Projects -- Design Engineer for the preparation of plans, specifications, construction cost estimates for the Bear/Florence Pump House building replacement and the pump and engine replacement for the Bear/Florence and Miles/Slauson booster pump stations. Both pumping facilities were designed to be equipped with natural gas engines and electric motors.
Year 1985-1986
Reservoir Design
La Habra Heights County Water District, Reservoir 4A -- Project Manager for the design and construction of a 2.0 MG steel reservoir having a $600,000 construction cost. The project consisted of site layout, grading, drainage, piping, retaining wall design, specifications, cost estimating, and construction administration.
Year 1990-1991
Anden Group, Cooks Canyon Steel Tank -- Project Manager for the design and construction of a 0.5 MG steel tank to serve the Markridge Development and having a $350,000 construction cost. The project consisted of site selection, grading, drainage, piping, telemetry, specifications, cost estimating, and construction administration.
Year 1990-1991
Homes by Polygon, Emerald Isle Steel Tank -- Project Manager for the design and construction of a 0.5 MG steel tank to serve the San Rafael Development and having a $350,000 construction cost. The project consisted of grading, drainage, piping, telemetry, specifications, cost estimating, and construction administration.
Year 1988-1989
La Habra Heights County Water District, Reservoir 8 -- Project Engineer for the rehabilitation of a 0.5 MG steel reservoir having a $100,000 construction cost. The project consisted of rehabilitation detailing, specifications, cost estimating, and construction administration.
Year 1988-1989
Reservoir Design
Parcel Distribution Center, Sylmar -- Design Engineer for a major parcel distribution center. The project consisted of the design of the drainage system for a 180-acre site, grading plans, and four debris basins.
Year 1984-1985
County of San Bernardino, Redlands Boulevard Storm Drain -- Design Engineer for a project involving the design and construction of 5,600 feet of reinforced concrete box conduit ranging from 6 feet high by 12 feet wide. The project consisted of approximately 1,750 feet of reinforced concrete pipe ranging from 24-inch to 69-inch and miscellaneous drainage structures.
Year 1983-1984
County of San Bernardino, Reservoir Canyon/Zanja Creek Drainage Study -- Design Engineer for a drainage study which involved hydrology, hydraulics, preliminary design, and cost estimating. The project also involved coordination with the U.S. Army Corps of Engineers, which conducted a concurrent study of the Zanja Creek alignment.
Year 1982-1983
U.S. Army Corps of Engineers, Prado Dam and Spillway Modification Study -- Design Engineer for a project consisting of a modification study to evaluate effects and costs of raising the dam and controlling flows through tainter gates.
Year 1982-1983
Miscellaneous Design
Homes by Polygon, Camino San Rafael Pressure Reducing Station -- Project Manager for the design and construction of a 2000 GPM pressure reducing station to serve the San Rafael Development and having a $100,000 construction cost. The project consisted of hydraulic analysis, grading, drainage, piping, telemetry, specifications, cost estimating, and construction administration.
Year 1988-1989
City of El Monte, Equipping Well No. 13 -- Project Engineer for the equipping of a 2500 GPM domestic water well. The project consisted of site layout, building layout, pump and motor sizing, piping, chlorination facilities, cost estimating, and construction administration.
Year 1985-1986
Master Plans
City of Ontario, Water Master Plan Update -- Project Manager for the water master plan update. The project involved land use and water demand analysis, hydraulic modelling, hydraulic analysis, review of water sales records, water losses, future projections, and mapping.
Year 1989-1990
Ventura County Waterworks District No. 8, Water Master Plan -- Design Engineer for a water master plan located in the Simi Valley. The project involved land use and water demand analysis, hydraulic modelling, hydraulic analysis, review of water sales records, water losses, future projections, and mapping.
Year 1984-1985
City of Pico Rivera, Water System Evaluation -- Design Engineer for a water system evaluation using computer modelling. The project involved mapping, hydraulic modelling of the existing water system, evaluation of system responses under maximum day and fire flow demands, identification of system weaknesses, and recommendations for upgrading the existing system.
Year 1981-1982
City of Ontario, Storm Drain Master Plan -- Design Engineer responsible for hydrology, hydraulics, storm drain sizing, and preliminary design. The project required the use of the rational method and unit-hydrograph method in flood control facility analysis and design.
Year 1981-1982
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