Site work for a water / sewer project in San Miguel, California. Design plans call for site work for a water / sewer project.

Per the owner, as of May 22, 2024, the engineering on this project is almost complete with no schedule for construction. Closed solicitation has been included below for reference. .............. The San Miguel Community Services District (District) has prepared this Request for Qualifications/Proposals (RFQ/P) for engineering services for the design of construction documents for rehabilitation of the Districts 0.65 million gallon (MG) steel drinking water storage tank for the community of San Miguel, San Luis Obispo County, California. San Miguel is an unincorporated community in San Luis Obispo County, with approximately 2,820 residents. San Miguel is located approximately 7 miles north of the City of Paso Robles. The San Miguel Community Services District was formed in 2000 combining the San Miguel Fire District, County Service Area 1, San Miguel Sanitary District, and San Miguel Lighting Districts. The District currently provides fire services, street lighting and landscaping, wastewater collection and treatment, potable water production and distribution, and solid waste services. The District is Governed by a Board of five Directors and has a General Manager, General Manager, six admin and Utilities Personnel, a Fire Chief, Assistant Fire Chief and up to 20 paid on-call firefighters. The majority of operating funds for the District come from user fees and property tax. Districts 0.65 MG steel drinking water storage tank was built in 2009. The tank has not had sediment removed since construction was completed. The last dive inspection was performed in 2010 for the one year warranty inspection. The 0.65 MG tank has visible signs of corrosion on the interior of the tank above the water line, especially around rafter/roof connections. The 0.65 MG tank also shows evidence of aging exterior paint that requires rehabilitation. The District would like the Consultant to review the safety features of the tank and perform a preliminary assessment of conformance with current seismic standards. The method of contractor selection has not been determined at this time.