The procedure and practice of all survey work done on any subdivision, whether for preparation of a final map or parcel map shall conform to the standard practices and principles of land surveying, the California Land Surveyor's Act, and the provisions of this chapter. All related documents shall be executed by a California-registered civil engineer or licensed land surveyor.
A. Traverse. The traverse of the exterior boundaries of the subdivision computed from field measurements of the ground must close within a limit of error of one foot to 10,000 feet of perimeter for field closures and one to 20,000 feet of perimeter for calculated closures before balancing the survey.
B. Field Notes. When required by the City Engineer, the engineer or surveyor making the survey shall prepare complete field notes, in a form satisfactory to the City Engineer, showing references, ties, locations, elevations and other necessary data relating to monuments, set in compliance with these regulations, and shall submit the notes to the City Engineer to be indexed and retained as a part of the permanent public record of the City Engineer's office.
C. Geodetic Monuments. Whenever the City Engineer has established a system of coordinates which is within a reasonable distance of the subdivision boundary, as determined by the City Engineer, the field survey shall be tied into the City's monument system.
(Prior code § 16-680.020; Ord. 001-08 C.S. § 33)