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Indian River County Traffic Engineering Department to prepare the plans in accordance with agency design criteria and requirements . The signal design will include improvements to the controller and controller peripherals , phasing and initial timings, cabinet location, electrical service, detector amplifiers, loops and lead- ins, conduit, cabling, pulling boxes , vehicular signal displays, and pedestrian displays and detector stations , if appropriate . The plans will also show the overhead signing, ground signing, and pavement marking modifications associated with the signal installation . The plans will be furnished in reproducible form on half size sheets drawn to a scale of 1 " = 40 ' , and will include topography, known utilities (above and below ground) , rights-of-way, design of proposed improvements, general notes , pole schedule, and any special detail sheets required . Construction Plans will be prepared in CADD format utilizing I V x 17 " plan sheets . The ENGINEER will prepare and submit the Signalization Plans package to meet Indian River County requirements . As part of the Plans package , the Consultant will design the structural details and perform pole and foundation structural calculations for the mast-arm configurations to be included on the project . The ENGINEER will submit the structural designs in FDOT format as part of the Signal Plan submittals . We will retain the services of a Geotechnical Engineer to aid in the mast-arm foundation design . The Geotechnical Investigation will consist of exploration of the subsurface conditions of the intersections employing two (2) , 30- foot deep Standard Penetration Test ( SPT) borings . It is assumed that adequate right-of-way exists to execute the field work required by the truck mounted equipment. Selected soil samples will be tested for moisture content, organic content and percent fines . The test results will aid in classifying the soils in accordance with the Unified Soil Classification System (UCSC) and evaluating suitability. Determination of soil parameters (i . e . , unit weight, friction angle and cohesion) , an estimated wet season water table level and recommendations for drilled shaft construction for use in design of drilled shaft foundations . A brief written report which furnishes findings and recommendation will be provided . " SECTION V — COMPENSATION" is being modified to incorporate the following : The COUNTY agrees to pay and the ENGINEER agrees to accept for services rendered pursuant to this Agreement fees inclusive of expenses in accordance with the following : A. Professional Services Fee The basic compensation mutually agreed upon by the ENGINEER and the COUNTY is as follows : Task Labor Fee G :\47035026\WP\Admendment\AMENDA02 41st.doc