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2 . Geotechnical services shall include canal slope stability evaluation, roadway <br /> embankment beside canal slope evaluation , recommendation on method of slope <br /> stabilization and documentation of analysis. <br /> F. Bridge Report — CR 510 over Slough Sta. 175+40 (Stanley Consultants) <br /> Prepare a Bridge Report to determine structure alternatives to accommodate wildlife at the <br /> slough crossing. Design services shall be in accordance with Section E. 1 (Bridge Plans, <br /> Bridge Report) of the project Scope of Services, and will include the following specific tasks : <br /> 1 . Develop preliminary design for (3 ) options to include skewed bridge, conspan skewed and <br /> conspan non-skewed alternatives that will accommodate wildlife crossing and historical flow <br /> conditions . <br /> 2 . Develop cost estimates. <br /> 3 . Write report summarizing results of preliminary design. <br /> G. Structure Design — CR 510 over Slough Sta. 175+40 (Stanley Consultants) <br /> Prepare design calculations and construction plans for the selected bridge structure at the <br /> slough crossing. Design services shall be as detailed in Section E.2 (Bridge Plans, Final <br /> Design) of the project Scope of Services, excluding Box Culverts services described in said <br /> section. <br /> SECTION IV — TIME FOR COMPLETION <br /> A. Submittal Dates <br /> The Pre-60% Design Drawing Submittal that was submitted on January 12, 2007 is accepted <br /> as the 60% submittal. The 90% Design Drawing Submittal is moved five months to <br /> December 14, 2007 per a meeting held on May 02 , 2007 with the COUNTY. <br /> CR 510 Amendment 2 Page 4 of 6 6/25/2007 <br />