Right-of-Way Map Clause Samples

Right-of-Way Map. The 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 as directed by the State. The 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 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: i. 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. ii. 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. 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 par...

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: 32531276-D54D-42BA-B8CD-1FFE51D0946F 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 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

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. 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. A. Provide a ROW map derived from the ROW retracement depicting each of the parcels adjacent to Rudeloff Road along the project limits ROADWAY DESIGN CONTROLS (Function Code 160) 1. Roadway plans for 30%, 60%, 90%, and 100% Submittals shall be in accordance with TxDOT and City of Seguin Criteria. A. The ENGINEER will develop horizontal alignment sheets using Geopak B. The ENGINEER will develop existing typical sections and CITY approved proposed typical sections C. The ENGINEER will develop plan and profile sheets for Rudeloff Road, and the following cross streets: • Coral Sky • Coral Way • Pecan Parkway • ▇▇▇▇▇ Road (North) • ▇▇▇▇▇ Road (South) D. The ENGINEER will develop intersection layouts E. The ENGINEER will develop cross sections for earthwork calculations F. The ENGINEER will develop removal plans and miscellaneous roadway details DRAINAGE (Function Code 161)

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 on Mylar type material 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. A total of two-hundred and twenty (220) Right-of-Way Map Sheets that include 36 sheets for CSJ ▇▇▇▇-▇▇-▇▇▇, 89 sheets for CSJ ▇▇▇▇-▇▇-▇▇▇, 0 sheets for CSJ ▇▇▇▇-▇▇-▇▇▇, and 95 sheets for CSJ ▇▇▇▇-▇▇-▇▇▇. The number of Right-of-Way Map Sheets per CSJ is based on the preparation of a 22” x 34” full size Sheet at a scale of 1”=50’ that depicts 1,000 linear feet per sheet. The total of 220 Right-of-Way Map Sheets also accounts for the preparation of four (4) additional sheets that includes a title sheet, an index sheet, a survey control index sheet, and a horizontal control data sheet per CSJ. 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: 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 and existing 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 pa...