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43 <br /> 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. <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 SUE 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 /> 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. <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 />