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���,� 1J l�.L 11��.� <br />CONSTRUCTiON COMPANY <br />Apri14, 2012 <br />Attn: Mr. Shawn Napier, City Engineer <br />City of Paris <br />135 First Street Southeast <br />paris, TX 75460 <br />(9Q3} 7849292 <br />Fax(903)784-1798 <br />snapier @paristexas.gov <br />Re: 24�' Street Bridge <br />Deaz Mr. Napier: <br />As per your request we have prepared this proposal for your consideratian. The <br />work is described as follows: <br />1. Install temporary dams on both sides of Sandy Creek Bridge on 24�' Street with <br />(3) 6" gasketed pipes to divert water past 2nd dam Pump water trapped between <br />dams downstream to dry creek bed. <br />2. Build temporary ramp on east side of bridge to allow equipment access and to <br />protect 8" sewer line. Demo approximately 14 ft. x 15 ft. concrete azea in creek <br />bottom around abandoned water line and leave in place for Rip Rap and also to <br />widen channel. <br />3. Mave existing Rip Rap that has eroded out to creek bottom for more Rip Rap and <br />leave as whole as possible. <br />4. Install concrete Rip Rap 6" thick with No. 3 rebaz on 12" centers and No. 4 <br />dowels into existing Rip Rap on 12" centers with 4 ft. toe beam 6" wide with No. <br />3 rebar on 12" centers with 4 ft. toe beam 6" wide with No. 3 rebar on 12" <br />centers. Rip Rap to be 33 f� long x 11 ft. wide with rough broom finish. <br />5. Repair erosion to approximately 200 f.t to cast of centerline of bridge to <br />approximately 300 ft. west of centerline of bridge using existing soil an add slight <br />bends in channel to slow flow as much as possible. <br />6. Remove temporary ramps and dams to allow water flow. <br />0 Nwy 271 N • POWDERLY, TEKAS <br />. 75413 • 903.732.4181 • fAX-903.]32.4340 <br />1\ � I <br />N.richarddrakeconstruction.com ������� <br />