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1\.l V 1J 1"- i� <br />C 0 N S T R U C T i 0 N C 0 M P A NY <br />April 4, 2012 <br />Attn: Mr. Shawn Napier, City Engineer <br />City of Paris <br />135 Fust Street Southeast <br />Paris, TX 75460 <br />(903) 784-9292 <br />Fax (903) 784-1798 <br />snapier @ paristexas. gov <br />Re: 24`� Street Bridge <br />Dear Mz. 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 2°d 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 approxinnately 14 ft. x 15 ft. concrete area in creek <br />bottom around abandoned water line and leave in place for Rip Rap and also to <br />widen channei. <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. Re�air erosion to approximately 200 f.t to cast of centerline of bridge to <br />approxiznately 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 />POWDERLY, TEl(AS • 15413 � 903.132.4781 • fAR-903.132.4340 <br />0 Hwy 211 N � �,` �� <br />v.richarddrakeconstruction.com ���� � <br />