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inc. <br />KASSAW and DIETZ <br />, <br />Consulting Engineers <br />5620 Old Bullard Road, Suite 130 <br />i• <br />Tyler. Texas 75703 <br />ITxucruRA'~ <br />Office (903) 581-2551 Fax (903) 581-2552 <br />' • ' ' ' <br />www kdiengineers.com <br />},(;INF:F.RiVC <br />PROPOSAL. <br />TO: Mr. Paul K. Denney <br />Denney Architects <br />740 Twenty-fourth Street Southeast <br />Paris, Texas 75460 <br />DATE: 01l25/2010 <br />FROM: Donna Dietz, P.E. <br />PROJECT: Structural Services <br />Repairs to Peristyle Foundation <br />Bywaters Park <br />Paris, Texas <br />Thank you for the opportunity to participate in the referenced project. We propose to <br />prepare structural plans and specifications for the construction of the new foundation <br />system. <br />Project Scope: <br />Based upon the recommendations providcd in the Geotechnical Evaluation, Peristyle <br />Pavilion Renovation, Paris, Texas, prepared by Apex geoscience inc., Apex #109-179, <br />dated January 19, 2010, two options were presented, as described below. Please note that <br />Options 1 and 2 would require that the peristyle pavilion and abutting brick building be <br />dismantled, arcluved and reassembled. Option 3 would attempf to allaw the existing <br />structure to remain in place. <br />1. Shallow Foundation System: Excavation of the exisring surficial five feet of soil <br />underlying the foundation area, and backfilled with moisture and density controlled <br />select fill material. New shallow footings, grade beams and slabs would be <br />constructed. <br />2. Straight, drilled concrete shafts or Auger Cast in Place Piles and struchumlly <br />suspended floor system. <br />3. Stabilization of existing soils with chemical injections and support of existing <br />pavilion by belical piles and corbelled, eccentric plinths. <br />