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DocuSign Envelope ID: C28BF39E- EOF1- 42FB- 9F5B- 93F375B7013B <br />Irerracon <br />February 20th', 2018 <br />Mr. Jeff Thompson <br />Asset Management Services Director <br />Orange County Government <br />131 W. Margaret Lane, PO Box 8181 <br />Hillsborough, North Carolina 27278 <br />Attn: Mr. Jeff Thompson <br />P: (919) 245 2658 <br />E: Jethomas @Co.Orange.nc.us <br />Re: Proposal for Construction and Materials Testing Services <br />Sportsplex Field House <br />101 Meadowlands Drive <br />Hillsborough, North Carolina 27278 <br />Terracon Proposal No. 70171288 <br />Dear Mr. Jeff Thompson: <br />Terracon Consultants, Inc. (Terracon) appreciates the opportunity to submit this proposal to <br />provide construction and material testing services for the above- referenced project. This proposal <br />was prepared at your request. This proposal outlines our anticipated scope of services and our <br />unit rate fee schedule for completing anticipated services. <br />A. PROJECT INFORMATION <br />Terracon understands that a single story building will be constructed. The building is approximate <br />22,400- square foot building with adjoining paved parking areas and outdoor athletic field on a <br />2.57 Acre Site. The structure will be of masonry and steel frame construction supported on a <br />reinforced concrete foundation system and concrete slab -on -grade floor. ECS previously <br />performed a geotechnical exploration of the site, the following report was issued: <br />21 Report of Preliminary Subsurface Exploration and Geotechnical Engineering Analysis, <br />US 70A & Meadowland Drive Hillsborough, North Carolina ECS project Number <br />06:20736, Dated August 23, 2013 <br />Terracon has received a construction schedule dated 711312017; in addition, the following has <br />been supplied with the following documents in preparation of this proposal: <br />CRA — Architectural Plans dated 612312017 <br />t0C Sportsplex 014533- Special Inspections <br />3400 Site Package Specs <br />CRA- Sportsplex Bid Civil Set 711212017 <br />Terracon assumes the foundations will be column and spread with a design contact pressure of <br />3,000 psf. We assume less than 5 feet of cut/fill will be necessary to achieve the proposed grade <br />in the building and pavement areas. In addition, Geotechnical conditions on the project site can <br />be generalized as moist, stiff silts and clays (MLfMH). <br />Terracon Consultants Inc., 2401 Brentwood Road, Suite 107, Raleigh, North Carolina 27604 <br />[919] 873 -2211 F [919] 873 -9555 <br />