Common use of Right-of-Way Map Clause in Contracts

Right-of-Way Map. The Engineer’s Surveyor shall field locate property corners, existing right-of-way markers, improvements, visible utilities, verify and update the planimetric file, if provided, and as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. Plan sheets shall include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS. 3.2.1. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2. Existing right-of-way lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the station of the curve Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall be labeled as to station. 3.2.4. Proposed paving lines combined with relevant existing paving lines shall be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars submitted to the State shall be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. Access denial lines shall be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7. League lines and survey lines shall be shown and identified by name and abstract number. 3.2.8. County lines and city limit lines shall be located and identified by name. 3.2.9. A north arrow shall be shown on each sheet, and, if possible, located in the upper right corner of the sheet.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . DocuSign Envelope ID: 55FA5821-DA2A-45EA-B48C-DDCD72177D5F The Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. By mutual agreement between the TBPLS and the State, right-of- way maps need not be signed and sealed by a RPLS. Plan sheets shall must include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.: 3.2.1. i. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2ii. Existing right-of-way lines shall delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance. iii. The proposed project baseline alignment delineated with appropriate bearings, distances, and curve data. Curve data must include the station of the curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations must be labeled as to station. iv. Proposed paving lines combined with relevant existing paving lines must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final product submitted to the State must be shaded with a dot pattern or highlighted by some other means acceptable to the State. v. Denial of Access lines must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. DocuSign Envelope ID: 55FA5821-DA2A-45EA-B48C-DDCD72177D5F vi. Private property lines must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the station of the curve Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall be labeled as to station. 3.2.4. Proposed paving lines combined with relevant existing paving lines shall be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars submitted to the State shall be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. Access denial lines shall be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7vii. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.8viii. County lines and city limit lines shall must be located and identified by name. 3.2.9ix. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. x. Monumentation set or found must be shown and described as to material and size. xi. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. xii. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. xiii. Railroads must be shown and identified by name, right-of-way width, and recording data. xiv. Utility corridors must be identified as to easement or fee. xv. Easements and fee strips must be shown and identified by width, owner, and recording data. xvi. Building lines or set-back lines must be shown and identified. xvii. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xviii. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). xix. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. DocuSign Envelope ID: 55FA5821-DA2A-45EA-B48C-DDCD72177D5F xx. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. xxi. In cases where structures are located outside the proposed right- of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. xxii. If the structure is an element of the planimetric furnished to the Surveyor by the State, the Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Surveyor shall verify the distance in the field. xxiii. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xxiv. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. xxv. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . The Engineer’s Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map on Mylar type material for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. Plan sheets shall include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.. Plan sheets must include, but need not be limited to, the following items of information: 3.2.11. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.22. Existing right-of-way lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.33. The proposed and existing project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the station of the curve curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall must be labeled as to station. 3.2.44. Proposed paving lines combined with relevant existing paving lines shall must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars product submitted to the State shall must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. DocuSign Envelope ID: D0894D65-6FF6-4E21-BE5E-BEEA53479086 0. Denial of Access denial lines shall must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7. League lines and survey lines shall be shown and identified by name and abstract number. 3.2.8. County lines and city limit lines shall be located and identified by name. 3.2.9. A north arrow shall be shown on each sheet, and, if possible, located in the upper right corner of the sheet.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-right- of-way markers, improvements, and visible utilities, . The Engineer’s Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. Plan sheets shall include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.. Plan sheets must include, but need not be limited to, the following items of information: 3.2.11. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.22. Existing right-of-way lines shall delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance. 3. The proposed project baseline alignment delineated with appropriate bearings, distances, and curve data. Curve data must include the station of the curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations must be labeled as to station. 4. Proposed paving lines combined with relevant existing paving lines must be shown to the extent necessary to compile a complete picture of proposed DocuSign Envelope ID: D78C9312-D95C-4FD3-B00A-7CFCC10A2DB4 traffic movements. Proposed paving on the final product submitted to the State must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 5. Denial of Access lines must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 6. Private property lines must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the station of the curve Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall be labeled as to station. 3.2.4. Proposed paving lines combined with relevant existing paving lines shall be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars submitted to the State shall be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. Access denial lines shall be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.77. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.88. County lines and city limit lines shall must be located and identified by name. 3.2.99. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. 10. Monumentation set or found must be shown and described as to material and size. 11. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. 12. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. 13. Railroads must be shown and identified by name, right-of-way width, and recording data. 14. Utility corridors must be identified as to easement or fee. 15. Easements and fee strips must be shown and identified by width, owner, and recording data. 16. Building lines or set-back lines must be shown and identified. 17. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. 18. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). 19. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. 20. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. 21. In cases where structures are located outside the proposed right-of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. 22. If the structure is an element of the planimetric furnished to the Engineer’s Surveyor by the State, the Engineer’s Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Engineer’s Surveyor shall verify the distance in the field. 23. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. DocuSign Envelope ID: D78C9312-D95C-4FD3-B00A-7CFCC10A2DB4 24. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. 25. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder. 26. Each parcel of land to be acquired must be identified by a parcel number which shall appear in the ownership tabulation and on the right-of-way map in the proximity of the respective parcel. If the Engineer’s Surveyor is unfamiliar with the criteria used by the State to assign parcel numbers, the Engineer’s Surveyor shall seek the assistance of the State at the time the abstract map is complete. 27. An ownership tabulation must be shown that includes the parcel number, existing area of the parent tract, lot(s) and block(s) constituting the parent tract when applicable, owner’s name, type of conveyance, film code, county clerk’s file number, taking area, and remaining area of the parent tract located left and right of the centerline alignment or both. Types of conveyance, film code and file numbers refer to conveyances to the State and will be added to the right-of-way map by the State at a later date. The Engineer’s Surveyor must provide several blank lines in the tabulation block to facilitate future map additions. 28. A parent tract inset must be shown for each parent tract which cannot be shown to scale on the right-of-way map. The use of broken scale lines must be avoided. When parent tract insets are used, the point of commencing with the appropriate bearing and distance to the point of beginning may be shown on the parent tract inset. 29. A note must be included on the title sheet and each map sheet stating the source of bearings, coordinates, and datum used. The note must also include the National Geodetic Survey (NGS) or other basis monument(s) name or identification number, State Plane Coordinate zone information, EPOCH information, Grid or Surface values and the Combined Adjustment Factor or Surface Adjustment Factor. 30. Appropriate notes must be included on the title sheet and each map sheet stating the following: • Month(s) and year abstracting upon which the map is based. • Month(s) and year field surveys were conducted upon which the map is based. • Month and year the map was completed by the Engineer’s Surveyor. 31. The right-of-way Control-Section-Job (CSJ) number, if available, shall be shown on each right-of-way map sheet. 32. The Engineer’s Surveyor shall Place four Tick Marks, one in each quadrant of the map sheet, showing the Latitude and Longitude (Lat/Long) and the surface coordinate of each xxxx. The tick marks may be placed on the match lines of each map sheet, if convenient. A foot note must also be placed on the sheet defining the tick marks as Lat/Long in Decimal Degrees.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . DocuSign Envelope ID: 1FDB1C48-24B1-4C40-8A33-17263E465FE2 The Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. By mutual agreement between the TBPLS and the State, right-of- way maps need not be signed and sealed by a RPLS. Plan sheets shall must include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.: 3.2.1. i. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2ii. Existing right-of-way lines shall delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance. iii. The proposed project baseline alignment delineated with appropriate bearings, distances, and curve data. Curve data must include the station of the curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations must be labeled as to station. iv. Proposed paving lines combined with relevant existing paving lines must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final product submitted to the State must be shaded with a dot pattern or highlighted by some other means acceptable to the State. v. Denial of Access lines must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. DocuSign Envelope ID: 1FDB1C48-24B1-4C40-8A33-17263E465FE2 vi. Private property lines must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the station of the curve Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall be labeled as to station. 3.2.4. Proposed paving lines combined with relevant existing paving lines shall be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars submitted to the State shall be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. Access denial lines shall be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7vii. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.8viii. County lines and city limit lines shall must be located and identified by name. 3.2.9ix. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. x. Monumentation set or found must be shown and described as to material and size. xi. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. xii. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. xiii. Railroads must be shown and identified by name, right-of-way width, and recording data. xiv. Utility corridors must be identified as to easement or fee. xv. Easements and fee strips must be shown and identified by width, owner, and recording data. xvi. Building lines or set-back lines must be shown and identified. xvii. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xviii. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). xix. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. DocuSign Envelope ID: 1FDB1C48-24B1-4C40-8A33-17263E465FE2 xx. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. xxi. In cases where structures are located outside the proposed right- of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. xxii. If the structure is an element of the planimetric furnished to the Surveyor by the State, the Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Surveyor shall verify the distance in the field. xxiii. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xxiv. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. xxv. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-right- of-way markers, improvements, and visible utilities, . The Engineer’s Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. Plan sheets shall include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.. Plan sheets must include, but need not be limited to, the following items of information: 3.2.11. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.22. Existing right-of-way lines shall delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance. 3. The proposed project baseline alignment delineated with appropriate bearings, distances, and curve data. Curve data must include the station of the curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations must be labeled as to station. 4. Proposed paving lines combined with relevant existing paving lines must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final product submitted to the State must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 5. Denial of Access lines must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 6. Private property lines must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall include the station of the curve Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall be labeled as to station. 3.2.4. Proposed paving lines combined with relevant existing paving lines shall be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars submitted to the State shall be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. Access denial lines shall be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. Private property lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.77. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.88. County lines and city limit lines shall must be located and identified by name.. DocuSign Envelope ID: 798F7E2C-0AE6-40EE-BFB4-3AB848988972 3.2.99. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. 10. Monumentation set or found must be shown and described as to material and size. 11. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. 12. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. 13. Railroads must be shown and identified by name, right-of-way width, and recording data. 14. Utility corridors must be identified as to easement or fee. 15. Easements and fee strips must be shown and identified by width, owner, and recording data. 16. Building lines or set-back lines must be shown and identified. 17. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. 18. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). 19. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. 20. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. 21. In cases where structures are located outside the proposed right-of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. 22. If the structure is an element of the planimetric furnished to the Engineer’s Surveyor by the State, the Engineer’s Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Engineer’s Surveyor shall verify the distance in the field. 23. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. 24. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. 25. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder. 26. Each parcel of land to be acquired must be identified by a parcel number which shall appear in the ownership tabulation and on the right-of-way map in the proximity of the respective parcel. If the Engineer’s Surveyor is unfamiliar with the criteria used by the State to assign parcel numbers, the Engineer’s Surveyor shall seek the assistance of the State at the time the abstract map is complete. DocuSign Envelope ID: 798F7E2C-0AE6-40EE-BFB4-3AB848988972 27. An ownership tabulation must be shown that includes the parcel number, existing area of the parent tract, lot(s) and block(s) constituting the parent tract when applicable, owner’s name, type of conveyance, film code, county clerk’s file number, taking area, and remaining area of the parent tract located left and right of the centerline alignment or both. Types of conveyance, film code and file numbers refer to conveyances to the State and will be added to the right-of-way map by the State at a later date. The Engineer’s Surveyor must provide several blank lines in the tabulation block to facilitate future map additions. 28. A parent tract inset must be shown for each parent tract which cannot be shown to scale on the right-of-way map. The use of broken scale lines must be avoided. When parent tract insets are used, the point of commencing with the appropriate bearing and distance to the point of beginning may be shown on the parent tract inset. 29. A note must be included on the title sheet and each map sheet stating the source of bearings, coordinates, and datum used. The note must also include the National Geodetic Survey (NGS) or other basis monument(s) name or identification number, State Plane Coordinate zone information, EPOCH information, Grid or Surface values and the Combined Adjustment Factor or Surface Adjustment Factor. 30. Appropriate notes must be included on the title sheet and each map sheet stating the following: • Month(s) and year abstracting upon which the map is based. • Month(s) and year field surveys were conducted upon which the map is based. • Month and year the map was completed by the Engineer’s Surveyor. 31. The right-of-way Control-Section-Job (CSJ) number, if available, shall be shown on each right-of-way map sheet. 32. The Engineer’s Surveyor shall Place four Tick Marks, one in each quadrant of the map sheet, showing the Latitude and Longitude (Lat/Long) and the surface coordinate of each xxxx. The tick marks may be placed on the match lines of each map sheet, if convenient. A foot note must also be placed on the sheet defining the tick marks as Lat/Long in Decimal Degrees.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . The Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. DocuSign Envelope ID: 0739EBD5-D505-46CB-B82C-2C058DE86DA5 The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. By mutual agreement between the TBPLS and the State, right-of- way maps need not be signed and sealed by a RPLS. Plan sheets shall must include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.: 3.2.1. i. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2ii. Existing right-of-way lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3iii. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the station of the curve curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall must be labeled as to station. 3.2.4iv. Proposed paving lines combined with relevant existing paving lines shall must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars product submitted to the State shall must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. v. Denial of Access denial lines shall must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6vi. Private property lines shall must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C30739EBD5-4621D505-921446CB-20168E4A84D1 B82C-2C058DE86DA5 describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7vii. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.8viii. County lines and city limit lines shall must be located and identified by name. 3.2.9ix. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. x. Monumentation set or found must be shown and described as to material and size. xi. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. xii. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. xiii. Railroads must be shown and identified by name, right-of-way width, and recording data. xiv. Utility corridors must be identified as to easement or fee. xv. Easements and fee strips must be shown and identified by width, owner, and recording data. xvi. Building lines or set-back lines must be shown and identified. xvii. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xviii. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). xix. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. xx. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to DocuSign Envelope ID: 0739EBD5-D505-46CB-B82C-2C058DE86DA5 the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. xxi. In cases where structures are located outside the proposed right- of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. xxii. If the structure is an element of the planimetric furnished to the Surveyor by the State, the Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Surveyor shall verify the distance in the field. xxiii. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xxiv. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. xxv. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . The Engineer’s Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. Plan sheets shall include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS. 3.2.1. Plan sheets must include, but need not be limited to, the following items of information: ▪ Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2. ▪ Existing right-of-way lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3. ▪ The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the station of the curve curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall must be labeled as to station. 3.2.4. ▪ Proposed paving lines combined with relevant existing paving lines shall must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars product submitted to the State shall must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. DocuSign Envelope ID: 5A2DC6EC-64DB-4A02-A984-B96FAAFF8279 ▪ Denial of Access denial lines shall must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6. ▪ Private property lines shall must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C3-4621-9214-20168E4A84D1 individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7. ▪ League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.8. ▪ County lines and city limit lines shall must be located and identified by name. 3.2.9. ▪ A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. ▪ Monumentation set or found must be shown and described as to material and size. ▪ A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. ▪ Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. ▪ Railroads must be shown and identified by name, right-of-way width, and recording data. ▪ Utility corridors must be identified as to easement or fee. ▪ Easements and fee strips must be shown and identified by width, owner, and recording data. ▪ Building lines or set-back lines must be shown and identified. ▪ Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. ▪ Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). ▪ Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. ▪ Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. DocuSign Envelope ID: 5A2DC6EC-64DB-4A02-A984-B96FAAFF8279 ▪ In cases where structures are located outside the proposed right-of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. ▪ If the structure is an element of the planimetric furnished to the Engineer’s Surveyor by the State, the Engineer’s Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Engineer’s Surveyor shall verify the distance in the field. ▪ Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. ▪ Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. ▪ Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder. ▪ Each parcel of land to be acquired must be identified by a parcel number which shall appear in the ownership tabulation and on the right-of-way map in the proximity of the respective parcel. If the Engineer’s Surveyor is unfamiliar with the criteria used by the State to assign parcel numbers, the Engineer’s Surveyor shall seek the assistance of the State at the time the abstract map is complete. ▪ An ownership tabulation must be shown that includes the parcel number, existing area of the parent tract, lot(s) and block(s) constituting the parent tract when applicable, owner’s name, type of conveyance, film code, county clerk’s file number, taking area, and remaining area of the parent tract located left and right of the centerline alignment or both. Types of conveyance, film code and file numbers refer to conveyances to the State and will be added to the right-of-way map by the State at a later date. The Engineer’s Surveyor must provide several blank lines in the tabulation block to facilitate future map additions. ▪ A parent tract inset must be shown for each parent tract which cannot be shown to scale on the right-of-way map. The use of broken scale lines must be avoided. When parent tract insets are used, the point of commencing with the appropriate bearing and distance to the point of beginning may be shown on the parent tract inset. ▪ A note must be included on the title sheet and each map sheet stating the source of bearings, coordinates, and datum used. The note must also include the National Geodetic Survey (NGS) or other basis monument(s) name or identification number, State Plane Coordinate zone information, EPOCH information, Grid or Surface values and the Combined Adjustment Factor or Surface Adjustment Factor. ▪ Appropriate notes must be included on the title sheet and each map sheet stating the following: DocuSign Envelope ID: 5A2DC6EC-64DB-4A02-A984-B96FAAFF8279 • Month(s) and year abstracting upon which the map is based. • Month(s) and year field surveys were conducted upon which the map is based. • Month and year the map was completed by the Engineer’s Surveyor. ▪ The right-of-way Control-Section-Job (CSJ) number, if available, shall be shown on each right-of-way map sheet. ▪ The Engineer’s Surveyor shall Place four Tick Marks, one in each quadrant of the map sheet, showing the Latitude and Longitude (Lat/Long) and the surface coordinate of each xxxx. The tick marks may be placed on the match lines of each map sheet, if convenient. A foot note must also be placed on the sheet defining the tick marks as Lat/Long in Decimal Degrees.

Right-of-Way Map. The Engineer’s Surveyor shall field locate items such as: property corners, existing right-of-way markers, improvements, and visible utilities, . The Surveyor shall verify and update the planimetric file, if provided, and file as directed by the State. DocuSign Envelope ID: 6E947759-576A-49BF-B09E-4E609A5FAD15 The Engineer’s Surveyor shall prepare a right-of-way map for each proposed right-of-way project. A right-of-way map shall must include a title sheet, an index sheet, a survey control index sheet, a horizontal and vertical control data sheet, and sufficient plan sheets to cover the proposed project, or and other sheets as directed by the State. The State has developed standard title sheets, index sheets, and plan sheets, copies of which the Engineer’s Surveyor shall request and secure for all purposes of this Contract. By mutual agreement between the TBPLS and the State, right-of- way maps need not be signed and sealed by a RPLS. Plan sheets shall must include, but need not be limited to, the following items of information: By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.: 3.2.1. i. Proposed right-of-way lines shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.2ii. Existing right-of-way lines shall be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the individual parcels of land to be acquired. Curve data shall must include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.3iii. The proposed project baseline alignment shall be delineated with appropriate bearings, distances, and curve data. Curve data shall must include the station of the curve curve, Point of Intersection (PI), radius, delta angle, arc length, tangent length, long chord bearing and distance, and the N and E coordinates of the curve PI. All alignment PCs, PTs, and even 500 foot stations shall must be labeled as to station. 3.2.4iv. Proposed paving lines combined with relevant existing paving lines shall must be shown to the extent necessary to compile a complete picture of proposed traffic movements. Proposed paving on the final mylars product submitted to the State shall must be shaded with a dot pattern or highlighted by some other means acceptable to the State. 3.2.5. v. Denial of Access denial lines shall must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. 3.2.6vi. Private property lines shall must be delineated with appropriate bearings, distances, and curve data to the extent necessary to describe the DocuSign Envelope ID: 42ECC69B-64C36E947759-4621576A-49BF-9214-20168E4A84D1 B09E-4E609A5FAD15 describe the individual parcels of land to be acquired. Curve data shall include the radius, delta angle, arc length, and long chord bearing and distance. 3.2.7vii. League lines and survey lines shall must be shown and identified by name and abstract number. 3.2.8viii. County lines and city limit lines shall must be located and identified by name. 3.2.9ix. A north arrow shall must be shown on each sheet, and, if possible, located in the upper right corner of the sheet. x. Monumentation set or found must be shown and described as to material and size. xi. A station and offset must be shown for each PC, PT, and angle point in the proposed right-of-way lines. Stations and offsets shall be shown with respect to the proposed centerline alignment. xii. Intersecting and adjoining public right-of-ways must be shown and identified by name, right-of-way width, and recording data. xiii. Railroads must be shown and identified by name, right-of-way width, and recording data. xiv. Utility corridors must be identified as to easement or fee. xv. Easements and fee strips must be shown and identified by width, owner, and recording data. xvi. Building lines or set-back lines must be shown and identified. xvii. Visible improvements located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xviii. Structures must be identified as commercial or residential, by number of stories, and as to type (brick, wood frame, etc.). xix. Structures which are severed by a proposed right-of-way line must be dimensioned to the extent necessary to completely delineate the severed parts. xx. Parking areas, billboards, and other on-premise signs which are severed by a proposed right-of-way line must be dimensioned to DocuSign Envelope ID: 6E947759-576A-49BF-B09E-4E609A5FAD15 the extent necessary to delineate that portion of the parking area, billboard, or sign which is located within the proposed right-of-way corridor. xxi. In cases where structures are located outside the proposed right- of-way corridor and within ten feet of a proposed right-of-way line, the shortest distance between the structure and the proposed right-of-way line must be shown. xxii. If the structure is an element of the planimetric furnished to the Surveyor by the State, the Surveyor may snap to the structure to determine the shortest distance to the proposed right-of-way line. However, if the distance is less than three feet, the Surveyor shall verify the distance in the field. xxiii. Visible utilities located within the proposed right-of-way corridor or within 50 feet of a proposed right-of-way line must be shown and identified. xxiv. Visible location of vents and filler caps of underground fuel storage tanks situated within the proposed right-of-way corridor or within 50 feet of the corridor must be determined and shown. xxv. Points of commencing and points of beginning must be shown and labeled. Points of beginning must be shown with their respective N and E surface coordinates. As an exception, a point of commencing will not be required in the case of a total taking without a remainder.