Common use of ROW Monuments Clause in Contracts

ROW Monuments. Upon final submittal of the ROW documents to TxDOT, the Surveyor shall have marked on the ground, using permanent and stable monuments as defined in Section 663.17 of the General Rules of Procedures and Practices of the Texas Board of Professional Land Surveying (TBPLS), all significant points along all ROW lines of the Project including the following: • Points of curvature (PCs) • Points of tangency (PTs) • Points of intersection (PIs) • Points of compound curvature (PCCs) • Points of reverse curvature (PRCs) • All intersecting crossroad ROW lines and all property line intersections with the ROW line. These monuments shall be ½-inch iron rods, driven just below surface level, capped by a TxDOT-labeled aluminum cap (rod-and-cap monument) • All beginning and ending points of Control of Access (Denied) lines • Points of tangency (PTs) Upon completion of the ROW acquisition and all construction grading work, such that the final ROW lines will not be disturbed by construction, Developer shall replace all rod-and-cap monuments located on the final ROW line at all points of curvature (PCs), points of tangency (PTs), points of intersection (PIs), points of compound curvature (PCCs), and points of reverse curvature (PRCs), and all intersecting crossroad ROW lines, with TxDOT Type II monuments (constructed according to current TxDOT specifications). Developer shall monument with a TxDOT Type II monument all final ROW lines where the distance between such significant ROW line points exceeds 1500 feet. ROW line intersections with property lines shall remain monumented by a ½-inch iron rod with a TxDOT aluminum cap (rod-and-cap monument). Developer shall purchase all materials, supplies, and other items necessary for proper survey monumentation.

ROW Monuments. Upon final submittal of the ROW documents to TxDOT, the Surveyor Developer shall have marked on the groundset, using permanent and stable monuments as defined in Section 663.17 of the General Rules of Procedures and Practices of the Texas Board of Professional Land Surveying (TBPLS), all significant points along all ROW lines of the Project including the following: • Points of curvature (PCs) • Points of tangency (PTs) • Points of intersection (PIs) • Points of compound curvature (PCCs) • Points of reverse curvature (PRCs) • All intersecting crossroad ROW lines and all property line intersections with the ROW line. These monuments shall be ½-inch iron rods, driven just below surface level, capped by a TxDOT-labeled aluminum cap (rod-and-cap monument) • All beginning and ending points of Control of Access (Denied) lines • Points of tangency (PTs) Upon completion of the ROW acquisition and all construction grading work, such that the final ROW lines will not be disturbed by construction, Developer shall replace all rod-and-cap monuments located on the final ROW line at all points of curvature (PCs), points of tangency (PTs), points of intersection (PIs), points of compound curvature (PCCs), and points of reverse curvature (PRCs), and all intersecting crossroad ROW lines, with TxDOT Type II monuments (constructed according to current TxDOT specifications). Developer shall monument with a TxDOT Type II monument all final ROW lines where the distance between such significant ROW line points exceeds 1500 feet. ROW line intersections with property lines shall remain monumented by a ½-inch iron rod with a TxDOT aluminum cap (rod-and-cap monument). Developer shall purchase all materials, supplies, and other items necessary for proper survey monumentation.