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T INDIAN RIVER COUNTY L 43r`' AVENUE ROADWAY AND DRAINAGE IMPROVEMENTS vD c AMENDMENT NO . 1 This is an Amendment to the existing Engineering Services Agreement (AGREEMENT) dated October 7 , 2003 between Carter Associates , Inc . ( ENGINEER) and Indian River County ( COUNTY) . This Amendment addresses changes in " Section I — Project Limits and Description ", " Section III - Scope of Services " , " Section IV Time for Completion" , " Section V - Compensation " , and " Section XVI Duration of Agreement . " SECTION I - PROJECT LIMITS AND DESCRIPTION Professional services are required to revise the plans previously produced by the ENGINEER ( dated March 2004 ) to reduce the 5 - lane section to a 3 - lane section from 8 `" Street to 16'x' Street with right turn lanes at 8 "i, 12 "', and 16"' Streets , to terminate the project at the existing 5 -lane pavement width south of SR -60 ( in the vicinity of the Cumberland Farms store) , to provide mast -arm signals at the 8 `", 12 ' x , and 16 °i Street/43r" Avenue intersections , and to delete the planned improvements on 44' x' Avenue . Services include incorporating these scope changes into the project plans and modifying the necessary permits . SECTION III - SCOPE OF SERVICES A . Specific Tasks Services to be provided by the ENGINEER for these proposed changes are more specifically described as follows : I . Roadway Geometry Revisions -- ENGINEER will revise the roadway plans to transition the pavement and striping to match the existing 43rd Avenue 5 - lane roadway width south of the S . R . 60 intersection . The previous design and details for 43 "' Avenue improvements through the SR60 intersection will be removed from the construction drawings . The new project limits will end where the new paving and striping transitions match the existing roadway . 2 . Typical Section Revisions ENGINEER will revise the typical pavement section from 8 ° to 16 ` ' Streets to eliminate the outside travel lanes in each direction . The conceptual ( 30% design ) drawings will include single eleven - foot wide travel lanes , three - foot wide paved shoulders , and the twelve-foot center multi -use left -turn lane . The six -foot wide sidewalks will remain on both sides , one -foot inside the limits of the typical 80 - foot ROW , and a grass strip will be provided between the sidewalks and the new backs of the curbs . 3 . 44 "' Avenue Revisions — ENGINEER will remove the 44 °i Avenue design and details from the construction drawings . The previously contracted scope of work associated with the 44 °i Avenue drainage improvements is hereby removed from the Engineering Services Agreement . 4 . Stormwater Management System Revisions The current stornnwater management ponds , pipes , and structures will be preserved as designed for the S - lane roadway . ENGINEER will add new concrete flumes , ditch bottom inlets , and pipes to convey the runoff from the revised 3 - lane roadway into the current system . The current curb inlet P -tops will be replaced with man - hole lids that