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6 . The ENGINEER acknowledges that preparation of applicable permits for the COUNTY' S submittal through governmental regulatory agencies is included within the scope of basic compensation for this Agreement. Any additional work required by regulatory agencies pursuant to regulations established after the date of this Agreement shall be an additional service and the COUNTY shall compensate the ENGINEER in accordance with SECTION VI - Additional Work, of this Agreement and in accordance with the fee schedule in this Agreement, as approved by the COUNTY prior to commencement of any work performed. 7 . If following execution of this Agreement the COUNTY proposes to construct the improvements in a revised phased manner which requires the preparation of plans or the need to obtain or modify permits previously obtained, the ENGINEER will be compensated for this effort in accordance with the approved fee schedule in a subsequent Amendment to this Agreement . No such additional work shall be initiated unless approved by the Indian River County Board of County Commissioners . 8 . Compensation to the ENGINEER for basic services shall be in accordance with Section V — Compensation, of this Agreement, as mutually agreed upon by the ENGINEER and COUNTY . B . Design Survey The ENGINEER shall provide design survey services necessary to support and facilitate contemplated design and permitting activities associated with this project. 1 . Establish a project wide Horizontal Control Network for within the DESIGN LIMITS . 2 . Establishment of a project wide Vertical Control Network within the DESIGN LIMITS . All elevations will be referenced to NGVD 1929 datum. 3 . Field establishment and monumentation of survey baselines to control future construction. A field survey will be performed throughout the project limits to establish the existing conditions in the field The field survey will include: A. Establishment of a survey baseline tied to the state plane coordinate system. Be Set permanent benchmarks tied to the national geodetic vertical control system. C. Obtain survey cross sections at 100 foot stations to establish the existing vertical conditions at the project site. On 66`h Ave. , the cross-sections shall extend across the right-of-way a minimum distance of two hundred (200 ') feet from the west right-of- way line of the Lateral "A " canal. On side streets, the cross-sections shall extend across the right-of-way a minimum of seventy (70 ') outside the existing right-of-way. D. To establish the existing profile of the Lateral A canal and all sublateral canals, obtain survey cross sections at 500 foot stations between side streets and at 50 ' either side of the centerline of all proposed bridges. Page 5 of 15 F : \Public Works\Capital Projects\66th Avenue SR60-45th St\66th Ave ProfessionalServices AGR REV 8 -4 -05 Ldoc