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7 . Acquisition of South Relief Canal and 43rd Avenue Ditch soundings to include full width (top of bank to top of bank) soundings (cross-sections) at the upstream and downstream face of each bridge and 300 ' upstream and downstream of bridge. C. Roadway Plans Roadway plans shall be prepared to include : plotting of survey data; establishment of profile grades; key map; plans and profile sheets (including geometric calculations) ; typical section sheets ; summary of quantities; summary of drainage structures; intersection plateau sheet; cross- section sheets at 100 ' intervals (including earthwork computations) ; signing and pavement marking plans; and other detail sheets necessary to convey the intent of the scope of services outlined herein. All plans shall be prepared in the English units . The following additional data shall be utilized for development of the plans : 1 . Typical Sections : The ENGINEER will prepare typical sections for review and approval . Preliminary typicals depicting the design section shall be submitted prior to preparation of roadway plans. 2 . Scale : The roadway plan and profile sheets will be drawn at a scale of 1 "=20 ' for each project location. 3 . Pavement Design: The ENGINEER shall submit roadway pavement designs . The COUNTY will make relevant traffic count data available to the ENGINEER. The Geotechnical Engineer will provide recommended LBR and soil survey data to the ENGINEER. 4. Rural roadway sections will be utilized for all roadway improvements. Based upon the FDOT Manual of Uniform Minimum Standards the shoulder width shall be a minimum of eight feet (8 ' ) . 5 . The Roadway plans will be submitted to the COUNTY for review at the 30%, 60%, 90% and 100% stages of design . 6 . The roadway improvements will be designed with the following design speeds : 5th Street SW — 40 MPH, 43'd Avenue — 45 MPH, Old Dixie Hwy. — 40 MPH 6 A:\BridgeDesign-ProfServicesAgreement-BridgeDesignAssoc.doc