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from south to north and point number will be sequential . 811 will be notified to clear areas of any underground <br /> utilities prior to driving rebar. <br /> 4 . WSP will generate best fit alignments on all -L- lines within the survey limits . The best fit alignment shall be placed <br /> within 0 . 5 foot of the mean centerline between the existing edges of pavement. The alignments will be stationed <br /> starting at 5+00 . 00 -BL- and 10+00 . 00 —EL- and provided in Open Road Designer format . The alignment will be <br /> mapped in the FS design file . <br /> 5 . WSP will set and establish 2 benchmark as per Location & Surveys guidelines . The Benchmark data will be tied to <br /> NAVD 1988 vertical datum from the nearest project control point. A digital level loop will be run through all points <br /> and to a turning point past the last baseline point then looped back to the GPS pair running through all baseline <br /> points twice . The Benchmark information will be included in the baseline alignment text file as a separate section <br /> at the end. WSP will provide a spreadsheet showing the level loop raw closures and adjusted results . <br /> 6 . Perform Pavement DTM data collection of all "L" and "Y" Lines as indicated in the project limits as noted above . <br /> Only edge of pavements and pavement crowns will be surveyed. I <br /> i <br /> 7 . WSP will make every effort to locate property monumentation and tie down all 10 properties within the project <br /> limits . <br /> 8 . WSP will use deeds and plats and field evidence to :accurately depict each property with the project limits . Smaller <br /> properties will be closed out and mapped per NCDOT standards . For larger properties , only the lines within the <br /> project limits will be mapped other lines may be mapped and shown per the surveyor ' s discretion . The R/W will be <br /> established per records and field evidence . <br /> 9 . WSP will gather enough ground shots within the project limits to accurately depict the terrain within survey limits <br /> as noted above . All breaklines , ditches and check shots will be surveyed . Shots will not exceed 50 ' . <br /> 10 . WSP will contact 811 to mark utilities within the project limits to support our SITE services . <br /> 11 . WSP will locate and provide pipe size and inverts for any storm utility structures within the project limits . WSP <br /> will always carry one structure past project limits . Driveway culvert inverts will be collected. <br /> 12 . WSP will produce a 2D MicroStation DGN as per Location & Surveys guidelines . SUE performed by WSP and <br /> 811 and conventional survey data will be merged into FS file . WSP will produce survey data into the 3D design <br /> file . <br /> P <br /> 13 . WSP will be allowed time for travel from the office to the job site . This project is approximately 1 -hour round trip . <br /> WSP will make all practicable efforts to consolidate trips to the job site . <br /> 14 . WSP will be allowed time for project management and supervision . <br /> 15 . WSP will be allowed time for traffic control and safety . 1 <br /> Task 2 Fee: $ 74, 587. 63 <br /> Deliverables <br /> Task 1 — Project Management <br /> • Project Management Plan (PMP) <br /> • Quality Management Plan (QMP) <br /> • Initial Project Schedule <br /> • Documentation of General Coordination activities <br /> Page 2 <br />