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<br /> Mr. Enriquez has considerable civil engineering experience with public works proj-
<br /> Drainage ects. His background has concentrated on hydraulics, drainage design, and under-
<br /> IIIIIIIIIIC~~~~~°~liioiilll~ , III" 'lii ~~~II ~liii~~~~ii~ ground construction, including trenchless construction methods. He has served as
<br /> project engineer on over $70 million of storm drain, channel, and sewer construc-
<br /> BS/1993/Civil Engineering tion projects. He has also supervised the design of over $120 million of storm drain
<br /> PE/1996/California, No: 55520 (Civil) and sewer projects, including $5 million of sewer rehabilitation work. Mr. Enriquez
<br /> is also very familiar with public works design standards for storm drains and sew-
<br /> ers, and experienced in the use of standard specifications for public works con-
<br /> struction.
<br /> v IuIII~I ~ ~I I ~ I~~ ~~~iia~~~ Lead drainage engineer
<br /> responsible for the onsite and offsite hydrology and drainage design as part of the
<br /> overcrossing structure at the Columbia Avenue/BI~SF grade crossing in the City of
<br /> Riverside. The project includes relocation of a 66-inch regional storm drain under
<br /> the jurisdiction of the Riverside County Flood Control District.
<br /> I ~~~~2 ~ Lea rai Wage
<br /> engineer for this project to prepare the drainage and structural BMP plans and the
<br /> hydrology and hydraulic calculations/report. The project included drainage for the
<br /> proposed roadways and conveyance systems for off-site cross drainage.
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<br /> V III I I III
<br /> :::..I_ As project engineer for this $27
<br /> million project, prepared the final PS&E for the construction of over 15,000 linear
<br /> feet of 24-inch to 108-inch diameter reinforced concrete pipe.
<br /> I I I II I . uuww III
<br /> I ' I , I I As project engineer, prepared the final
<br /> PS&E for the construction of over 30,000 linear feet of numerous types and
<br /> diameters of pipelines. This $12 million project was to construct the underground
<br /> infrastructure for an automated well re-development system, including 30
<br /> existing single, double, and triple casing water injection wells stretched over a
<br /> 5-mile alignment. The project alignment traversed various types of transportation
<br /> facilities, including rail roads and sea port container terminals. These facilities
<br /> were heavily congested with traffic and subsurface utilities, and required
<br /> special construction methods to minimize construction impacts, including
<br /> pipe jacking and microtunneling for steel casings up to 54 inches diameter at
<br /> numerous locations. High groundwater and unfavorable soil conditions also
<br /> required microtunneling and dewatering. The pipelines included electrical and
<br /> telecommunication conduits, compressed air lines, and pressurized water and
<br /> chlorine lines. Gravity disposal lines and were installed in open trenches and
<br /> through the 54-inch casings. Provided construction support and coordinated the
<br /> design with engineering consultants for the microtunneled portions of the project
<br /> and for the integration of the entire automated system.
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<br /> i~lll Project design manager for the design of pump stations to divert
<br /> low flow urban runoff to sanitary sewers. Coordinated the civil, traffic control,
<br /> mechanical, and electrical designs, and prepared the final PS&E for six projects.
<br /> Several projects were located within Pacific Coast Highway and required
<br /> trenchless methods to minimize traffic impacts. Coordinated utility relocations
<br /> and provided construction support. Combined project value was $3 million and
<br /> included six projects.
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