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111 , 1 <br /> AMENDMENT 1 a,Q�� Va <br /> FINAL DESIGN AND PLANS PREPARATION FOR <br /> CR 510 from CR 512 to east of 75th Court <br /> This is an amendment to the existing Final Design and Plans Preparation services agreement <br /> (AGREEMENT), dated November 17, 2005 , by and between INDIAN RIVER COUNTY, hereinafter <br /> referred to as the COUNTY, and STANLEY CONSULTANTS, INC ., hereinafter referred to as the <br /> ENGINEER. This amendment addresses changes in "Section I — Project limits and Description, Section III — <br /> Scope of Services, Section IV — Time for Completion, and Section V - Compensation" of the AGREEMENT. <br /> Amendment Description <br /> SECTION I - PROJECT LIMITS AND DESCRIPTION is being modified to incorporate the following <br /> the engineering services which are required : <br /> • Design slope stabilization measures for the 89`h Street canal. <br /> • Locate subsurface utilities at four bridges and at two box culverts. <br /> • Coordinate utility relocation for non-County utilities. <br /> • Design utility relocations and new service stub outs for County owned water and sewer utilities. <br /> SECTION II — not applicable <br /> SECTION III - SCOPE OF SERVICES is being modified to incorporate the following: <br /> The preparation of construction plans and documents for utility relocation in conjunction with the <br /> design of CR 510 roadway plans. <br /> The ENGINEER agrees to perform professional roadway design and related services in connection <br /> with the project as required and set forth in the following: <br /> A. Design Survey (Burdette & Associates) <br /> The survey will include: <br /> 1 . Set reference points for six baseline control points per request of the County Surveyor. <br /> The points are EBLC2, EBLC3 , EBLC5 , EBLC6, EBLC8 and EBLC9. The reference <br /> points will be included in the roadway construction plan set. <br /> 2. Survey the land between the pond and 91 " Avenue; from 891h Street (STA 924+00) to <br /> 88`h Street (STA 917+00). The topographic and digital terrain model will be updated. <br /> 3 . Identify and paint baseline stations at 400 foot intervals, throughout project for <br /> geotechnical and utility locations; required due to resurfacing of roadway that had <br /> covered previous markings. <br /> 4. Stake 200 foot intervals on 89`h Street for geotechnical and canal work along 89'h Street; <br /> required due to typical section changes needed to minimize R/W impact. <br /> 5 . Locate crucial building corners, driveways, swales, and culverts on newly built home <br /> sites in Vero Lakes Estates adjacent to 89'h Street, 87`h Street, and 91 " Avenue. <br /> CR 510 Amendment 1 Page 1 of 5 10/26/06 <br />