Part 1 — General
1.1 Section Includes
A.Provide boundary survey and plat.
B.Furnish and set right -of-way markers.
1.2 Related Sections
A.Section 03055: Portland Cement Concrete
1.3 References
A.ASTM A 53: Pipe, Steel, Black and Hot -Dipped, Z inc-Coated, Welded and Seamless
B.Utah Code 17- 23-17
1.4 DEFINTIONS Not Used
1.5 SUBMITTALS Not Used
Part 2 — Products
2.1 Right -of-Way Markers
A.Pipe – Meet ASTM A 53, Schedule 40, Galvanized. Refer to GW Series Standard Drawings.
B.Cast bronze cap – Free from defects and constructed as shown in GW Series Standard Drawings.
2.2 Concrete
A.Class B concrete according to Section 03055.
B.May substitute higher class of concrete.
Part 3 — Execution
3.1 Right -of-Way Markers
A.Place r ight-of-way markers accord ing to GW Series Standard Drawings. Stamp onto each r ight-of-way marker:
1.Right -of-way marker number .
2.Mark e xact control point location to within 0.01 ft with center punch or “dimple .”
B.Tightly rivet cap to the pipe.
3.2 Boundary Survey
A.Provide record of survey plat by Utah licensed surveyor.
B.File mylar copy of plat with county surveyor, region, and Department ’s Central Right-of-Way office.
C.Accuracy – Third Order and Class I (1/10,000).
3.3 Plat Compliance Requirements
A.Refer to Utah Code 17 -23-17.
B.Department Design Process.
C.Show on the survey plat:
1.Survey coordinates accurate to 5 decimal places and elevations accurate to 2 decimal places on all right -of way markers.
2.Right -of-Way markers.
3.Adjacent quarter corners and section corners with bearings and distances along the section line to the control line from each adjacent corner.
4.Original highway control points (right -of-way markers).
5.Local city or county monuments.
6.Control line geometric information with reference ties to section and quarter corners.
7.Tabulate right -of-way markers showing right -of-way marker number, station, offset, elevation, and project coordinates on each record of survey map.
D.Compute and draw plat, stationing, and coordinates to the same units as the project drawings.
E.Deliver the survey plat to Engineer on a CD in MicroStation format.
F.Correction Factor – Show state plane to ground correction factor.
G.Show the latitude and longitude of the control line at the beginning and end of the project.
Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 837–839 of 1,331.