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coordination with Chevron Corporation, NRG, and the City of El Segundo for inspection during <br />pipeline excavation, installation, hydrostatic pressure testing, and backfill. <br />Myra 3 In -Line Detention Basin, Storm Drain, and Sewer Improvements for the City of <br />Cypress — Inspector for the project which consisted of removal and reconstruction of sewers, <br />cleaning and relining of existing sewers, constructing approximately 2000 feet of 13' (W) x 4.5' <br />(H) reinforced concrete box on Myra Avenue as well as a lateral storm drain system on <br />intersecting side streets; and reconstructing full sections of street pavement on Myra Avenue <br />between Bloomfield Street and Denni Street; removal and replacement of curb, gutter, cross <br />gutter, and spandrels at eleven (11) intersections; curb -ramps with detectable warning surface, <br />and grinding 2 inches of AC pavement and recapping of full street width along streets within the <br />tract that the project was constructed. <br />Ross Avenue Sewer Improvements Project for the City of Alhambra — Alternate Inspector <br />for the project which consists of the removal and disposal of approximately 1,700 linear feet of <br />existing 20" VCP sewer; removal and disposal of five (5) existing manholes; the installation of <br />approximately 1,700 linear feet of 21" extra strength VCP sewer including the trenching, bedding, <br />and pavement resurfacing; the construction of five (5) 60" sewer manholes including the <br />application of a polyurethane coating system to the interior manhole surfaces, connecting existing <br />sewer laterals to the new sewer main; backfill and re -compaction of the sewer trench; <br />reconnecting existing sewer manhole connections; mobilization, demobilization, traffic control <br />implementation and continuous bypass pumping during the construction of the new sewer main. <br />Sewer Main Repairs PW13-24 for the City of El Segundo — Resident Engineer/Inspector for <br />the work which consisted of traffic and safety control, and sewage flow bypassing, replacement <br />of 3022 LF of 8", 12" and 15" VCP sewer main with service connections. The work also included <br />excavation, sewer flow bypassing, crushed rock bedding, backfill, CCTV inspection of all <br />replacement and repairs, and temporary and permanent asphalt concrete paving. Provided full- <br />time construction inspection, testing, and overseeing the completion of work. <br />AKM Prop. 20-1004 Appendix B - 24 <br />