2003-077 - Laserfiche WebLink

Home Browse Search

7 . Acquisition of Lateral "D " , Lateral "A" and Cooch Ditch canal 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 bridges . C . Roadway Plans Roadway plans shall be prepared to include : plotting of survey data ; establishment of profile grades ; key map; plan and profile sheets (including geometric calculations) ; typical section sheets ; summary of quantities ; summary of drainage structures ; 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 . Relevant traffic count data, will be made available to the Engineer by the County. 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 8-ft. 6 . The Roadway plans will be submitted to the County for review at the 30%, 60%, 90% and 100% stages of design. 7 . The roadway improvements will be designed with the following design speeds : 66'bStreet — 45 mph 41 ` Street — 45 mph 8