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will include a concrete headwall or alternate slope protection which may <br /> be determined to be appropriate . <br /> 4 . The limits of this project extend from east to the west R/W <br /> lines of the Rangeline Canal ( 100 ' -0 feet ) . <br /> 5 . It is anticipated that the COUNTY will allow road closures . <br /> such that phased construction will not be required . <br /> 6 . Utility coordination will be performed in order to evaluate <br /> existing utilities and accommodate the proposed 16 " water main and <br /> existing 6" force main . <br /> 7 . The design will be performed in accordance with the 1998 <br /> Edition of AASHTO LRFD Design Specifications with Interim Revisions <br /> through 2002 , and the 2002 FDOT Structures Design Guidelines , LRFD <br /> Edition . <br /> 8 . Construction and material specifications will be based on <br /> FDOT Standard Specifications for Road and Bridge Construction , 2004 <br /> Edition . <br /> 9 . All design and plan details will be in the English unit <br /> system . <br /> 10 . Box culvert plan submittals are anticipated at 30 % , 90 % <br /> and 100 % stages . Box culvert 30 % plan will include General Plan and <br /> Elevation views , Typical Sections and Notes . The 90 % submittal will <br /> consist of Contract Plans and preliminary quantities and cost estimates . <br /> The 100 % submittal will be the Final Plans , with Quantities , Opinion of <br /> Cost and Specifications . <br /> G . Plan Requirement Sheets <br /> Key / Cover Sheet 1 <br /> General Notes 1 <br /> Typical Section Sheet 1 <br /> Summary of Quantities <br /> Plan & Elevation Sheet 1 <br /> Box Cross section Sheet 1 <br /> Box Longitudinal Section Sheet 1 <br /> Foundation Plan 1 <br /> Wall details 1 <br /> Superstructure Plan 1 <br /> Headwall details 1 <br /> Misc . Details 1 <br /> Utility pipe connection details 1 <br /> Construction Phasing Plan 1 <br /> 6 <br /> F :\Engineering\Capital Projects\0107-B & 9920 - B Bridge Design\9920-B- Box Culvert in Canal at 16th St & 74th Ave\99206 <br /> Professional Agreement for Bridge Design-8-5-05 . doc <br />