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2 . Establishment of a project wide Vertical Control Network for each of the three project locations within the DESIGN LMTS . All elevations will be referenced to NGVD 1929 datum. 3 . Field establishment and monumentation of survey baselines and all side streets involved. Baseline stationing will be established at one hundred foot ( 100 ' ) intervals for each project location within the DESIGN LMTS . The DESIGN LIMITS for each project location are as follows : 5t' Street SW over 43 `d Avenue Ditch — The DESIGN LMTS shall extend as is 800 feet north and 800 feet south of 5d' Street SW on 43 `d Avenue and 800 feet east of 43rd Avenue on 5d' Street SW. Cross-sections shall be provided at 100-foot intervals . The cross sections shall extend across the right-of--way and a minimum of 25 feet outside the right-of-way. This is based on the right-of-way being one hundred twenty feet ( 120 ) in width for 43 `d Avenue and ninety feet (90 ') in width for 5t' Street SW. Old Dixie Highway over South Relief Canal — The DESIGN LIMIT shall extend from 2,700 feet north to 2,700 feet south of South Relief Canal on Old Dixie Highway. Cross sections shall be provided at 100-foot intervals. The cross sections shall extend across the right-of--way and a minimum of 25 feet outside the right-of-way. This is based on the right-of--way being eighty feet (80 ) in width. 43 `d Avenue over South Relief Canal — The DESIGN LIMITS shall extend from 900 feet north to 900 feet south of South Relief Canal . Cross sections shall be provided at 100- foot intervals. The cross sections shall extend across the ultimate right-of--way and a minimum of 25 feet outside the right-of-way. This is based on the right-of--way being one hundred twenty feet ( 120 ') in width for 43 `d Avenue. 4 . Improvements within the DESIGN LIMITS for each location will include above ground visible improvements such as existing pavement location, curbing, utilities (above ground), drainage facilities within the right-of-way and twenty feet (20 ' ) on each side of the right-of-way, sidewalks, fences, signage and guardrails. 5 . Final output will be in the form of hard copy mylar mapping along with digital AutoCAD, release 2000i DWG files. All mapping will conform to the United States Geological Survey ' s, "National Map Accuracy Standards, " dated 1968 . 6 . Research and analysis of existing right-of-way information (to include Abstracts or 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 three bridge replacement projects. 5 A:\BridgeDesign-ProfServicesAgreement-BridgeDesignAssoc.doc