REQUEST FOR PROPOSAL pI
<br />On -Call Water Resources Engineering Services
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<br />(RFP N0. 19-100) x� '�' �• I�i�,bi
<br />project also involves sewer dump station modifications and hydraulic calculations to confirm proper
<br />operation under changed conditions. The Vista Village Drive Trunk sewer is an existing 30-inch trunk that
<br />has been identified as the second highest priority capacity project in the City's Sewer Master Plan.
<br />Upper Valle De Los Caballos Regional (UVDC) Pump Station, Temecula, California. Rancho
<br />California Water District. QA/QC. Michael Baker provided preliminary design, final design, CEQA
<br />documentation, hydrogeologic evaluation, and permit acquisition. The District owns and operates the
<br />UVDC Recharge and Recovery Facility, which is a primary source of potable water that uses two sources
<br />of recharged water: surface water released from Vail Lake, and untreated water imported from the MWD.
<br />This recharge water is loaded to five large percolation ponds.
<br />Mountain View/Hogback Reservoir, Escondido, California. City of Escondido. Technical
<br />Advisor. Responsible for reservoir site work, water/recycled water yard piping, piping abandonments, and
<br />reservoir appurtenances. Responsible as the CA/QC reviewer for plans and specifications at various
<br />submittal levels. Michael Baker was responsible for the design of specific facilities as part of the Reclaimed
<br />Water and Blended Reverse Osmosis (RO) Line Design from Washington Street to Mountain
<br />View/Hogback Reservoir Project. The work effort involved preliminary and final engineering design, agency
<br />coordination, surveying, permitting, geotechnical investigation, cathodic protection, site layout and design,
<br />surveying, mapping and easements, and SCADA design.
<br />Division Box Replacement, Coachella Valley, California. Coachella Valley Water District. Program
<br />Manager. Michael Baker is preparing preliminary and final plans, specifications, and cost estimates to
<br />replace existing concrete division box stands at locations along the Irrigation Lateral 123.45. Lateral 1.3
<br />includes realigning of 72-inch steel cylinder pipe along with realignment of 54- and 60-inch reinforced
<br />concrete pipe (RCP). Lateral 2.2 includes replacement of existing division box and realignment of 60-inch
<br />RCP. Work also includes potholing, topographic surveying, right-of-way services, mapping, structural
<br />engineering, electrical engineering, local agency permitting, geotechnical field work, and construction
<br />support services.
<br />Eastern Service Area Secondary Connection Project, San Diego County, California. Padre Dam
<br />Municipal Water District. Project Engineer. Acted as the construction support services engineer for
<br />submittals, RFls, and field issues. Michael Baker provided civil engineering and design services for the
<br />Eastern Service Area Secondary Connection Project (ESASCP). Michael Baker prepared a preliminary
<br />site grading contract to clear the site of cultural resources and performed final engineering design of a new
<br />20-inch supply pipeline, 20-inch discharge pipeline (with 1-8 tunnel crossing), 1.75 MGD circular pre-
<br />stressed concrete forebay reservoir, 12 MGD pump station, 9 MGD flow control facility (FCF), standby
<br />generator, instrumentation and controls, and SCADA improvements. Work also included a surge analysis,
<br />corrosion control, geotechnical engineering investigation, and permitting with the San Diego County and
<br />Caltrans.
<br />Zone C+ Recycled Water Reservoir and Rattlesnake Complex Improvements, Orange, California.*
<br />Irvine Ranch Water District. Project manager in charge for the design of a 2.4 MG prestressed concrete
<br />recycled water reservoir and related piping. A primary component of the preliminary design included Master
<br />Planning the existing site to accommodate the new reservoir and two future pump stations on an 8-acre
<br />site that had an existing 5.0 MG reservoir and a pump station already on -site. Other project components
<br />were 42" inlet and outlet pipes, strainer facilities, flow control facilities, tank drain improvements, air gap
<br />facility, and new access roads. Project also included various piping and valve removals and replacements
<br />at the Rattlesnake Complex to facilitate the conversion from untreated water to recycled water.
<br />"Experience prior to joining Michael Baker
<br />Proposal I Page R-8 On -Call Water Resources RFP No. 19-100
<br />INTERNATIONAL
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