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Title Searches as provided by COUNTY) field location of existing right of way monumentation and determination of the location and extent of existing right of way in the vicinity of the project location . Provide right-of-way maps, parcel sketches , legal descriptions and appraisal as directed by the COUNTY . 7 . Design survey will be performed at an hourly not-to-exceed cost basis . Any savings due to current certified surveys becoming available in the corridor shall be passed on to the COUNTY. C . Geotechnical Investigation An outline for the proposed geotechnical services provided by our sub-consultant GCME, Inc . in connection with the project' s design is shown below. 1 . Conduct visual reconnaissance along the proposed roadway corridors . Include photographic record of typical, key, or anomalous site features noted during the reconnaissance. Review aerial photographs , information form the Soil Survey of Indian River County, Florida, and any geotechnical data furnished by the COUNTY . The Geotechnical Subconsultant may rely upon information furnished by the COUNTY without independent review and verification . 2 . Perform full depth pavement cores on 1 ,000-foot centers in existing roadway pavement. Stagger cores between left, centerline and right sides of pavement. Measure thickness of pavement surface, identify base type and thickness and identify subgrade type and thickness. Visually classify upper six inches of subgrade by the AASHTO and Unified (ASTM D2488 ) classification systems . Patch each core with cement or asphalt cold patch . Work shall be done at times that will minimize traffic disruptions (avoid AM and PM peak traffic hours) . Provide appropriate lighting and safety traffic control devices such as flashing message/arrow boards during the work. Coordinate with utilities prior to start of coring activities . 3 . Perform mechanical auger borings at pavement coring locations to a depth of six feet. Perform hand auger borings following ASTM D 1586 on 200 centers along the proposed roadway improvements to depths of six feet. Coordinate with utilities prior to start of borings at 200 foot centers will be located in non-paved areas and staggered from left side of road to median, to right side of road . Additional borings will be obtained in the vicinity of the proposed mast-arm foundations to aid structural design . 4 . Measure and record depth to groundwater upon completion of each boring and one hour thereafter and log the date and time of measurements. 5 . Note any rubbish, trash, debris or auger refusal, if encountered. Also note any contamination with petrochemicals evident visually or through odor or the soils encountered . If petrochemicals are encountered , notify the COUNTY immediately. Appropriately backfill all borings after recording ground water levels . Work shall be done at times that will minimize traffic disruptions (avoid AM and PM peak traffic hours) . Provide appropriate lighting and safety traffic 5