Right-of-Way Map. The Engineer shall review and evaluate the proposed or existing right-of-way map to verify that all construction staging and alignment considerations have been taken into account. The Engineer shall make every effort to prevent detours and utility relocations from extending beyond the proposed right-of-way lines. The Engineer shall notify the State in writing if it is necessary to obtain additional construction easements or rights-of-entry and shall provide justification for such action. The Engineer shall be responsible for identifying and delineating any temporary construction easements in areas outside the State’s Right of Way. The State shall secure the necessary legal instruments.
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 ...
Right-of-Way Map. The Engineer shall review and evaluate the proposed or existing right-of-way map to verify that all construction staging and alignment considerations have been taken into account. The Engineer shall make every effort to prevent detours and utility relocations from extending beyond the proposed right-of-way lines. The Engineer shall notify the State in writing if it is necessary to obtain additional construction easements or rights-of-entry and shall provide justification for such action. The Engineer shall be responsible for identifying and delineating any temporary construction
Right-of-Way Map. DocuSign Envelope ID: E7DAA847-BF7C-44E6-B32B-712DD5062C72 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 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 must include a title sheet, an index sheet, a survey control index sheet, a horizontal control data sheet, and sufficient plan sheets to cover the proposed project, 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 must include, but need not be limited to, the following items of information: ▪ Proposed right-of-way lines delineated with appropriate bearings, distances, and curve data. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance. ▪ Existing right-of-way lines 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. ▪ 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. ▪ 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. ▪ Denial of Access lines must be shown sufficiently to indicate areas where access is to be denied and where access is to be permitted. ▪ 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...
Right-of-Way Map. The Engineer shall review and evaluate the proposed or existing right-of-way map to verify that all construction staging and alignment considerations have been taken into account. The Engineer shall make every
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 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 must include a title sheet, an index sheet, a survey control index sheet, a horizontal control data sheet, and sufficient plan sheets to cover the proposed project, 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. DocuSign Envelope ID: D0E29F2F-2A8C-4E32-A9B8-8EFA82530B8F WAs Used PeopleSoft Contract No. 7032 Legacy Contract No. 19-6SDP5001 By mutual agreement between the TBPLS and the State, right-of-way maps need not be signed and sealed by a RPLS.
1. Proposed right-of-way lines delineated with appropriate bearings, distances, and curve data. Curve data must include the radius, delta angle, arc length, and long chord bearing and distance.
2. Existing right-of-way lines 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 s...
Right-of-Way Map. The Engineer shall review and evaluate the proposed or existing right-of-way map to verify that all construction staging, and alignment considerations have been taken into account. The Engineer shall make every effort to prevent detours and utility relocations from extending beyond the proposed right-of-way lines. The Engineer shall notify the County in writing if it is necessary to obtain additional construction easements or rights-of-entry and shall provide justification for such action. The Engineer shall be responsible for identifying and delineating any temporary construction easements in areas outside the County’s Right of Way. The County shall secure the necessary legal instruments.
Right-of-Way Map. The Engineer shall review and evaluate the proposed or existing right-of-way map to verify that all construction staging and alignment considerations have been taken into account. The Engineer shall make every effort to prevent detours and utility relocations from extending beyond the proposed right-of-way lines. The Engineer shall notify the State in writing if it is necessary to obtain additional construction easements or rights-of-entry (XXX) and shall provide justification for such action. Additional construction easements and XXX services will be provided as needed, at the written request of the State’s Project Manager, to be considered as a supplemental agreement. The Engineer shall be responsible for identifying and delineating any temporary construction easements in areas outside the State’s Right of Way. The State shall secure the necessary legal instruments.
Right-of-Way Map. LACMTA shall provide County and District with a right of way map and spreadsheet of all the rights of way to be transferred, exchanged, and/or quitclaimed to and from the County and/or District.
Right-of-Way Map. All surveys shall meet the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition. Perform abstract survey; obtain deeds of records, and plats for FM 521, and Broadway, streets intersecting FM 521 and Broadway, and tracts of land adjoining FM 521 and Broadway. Establish the existing ROW of FM 521 and Broadway. Prepare existing ROW Map of the Project certifying to a Cat. 1B, Cond. II ROW Survey to be delivered in PDF format. Prepare Survey Control Sheet(s) for the project to be delivered in PDF format. Parcel Surveys (Cat. 1A; Cond. II) - Prepare metes and bounds descriptions in accordance with TxDOT guidelines for property acquisition and add parcels to the existing ROW maps.
