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Section Corner Tie Sheets

Important Legal & Technical Notice

1. Information Scope and Completeness The section corner monument records, tie sheets, and index maps made available through this public portal are compiled from historical documents and current field records. This database is not complete, is subject to ongoing revision, and will be continuously updated as new field data, recovering efforts, and certified records are presented to this office.

2. Historical Context & Secondary Evidence Warning Many of the records contained herein span several decades of local survey history. Users are explicitly cautioned that physical field conditions change over time. Features referenced as physical witnesses on older sheets—such as a "50-foot Ash Tree" documented in the 1950s, old fence lines, or wooden utility poles—may no longer exist today. The absence of these physical markers does not inherently invalidate the underlying corner location, but demands thorough modern field verification.

3. Standard of Care & Practical Limitation These records were prepared to the best professional abilities of past and current elected surveyors, deputies, and field crews matching the standard of care at the time of documentation. However, no warranty, express or implied, is made regarding the absolute horizontal or vertical accuracy, mathematical precision, or current physical preservation of any monumented position.

4. Requirement for Independent Professional Field Verification This directory is an informational reference utility only. It does not replace the statutory duty of a licensed Professional Land Surveyor (PLS) to perform a comprehensive independent boundary retriangulation, search for physical evidence, and execute a proper field recovery. Reliance on these documents without independent field investigation is done at the user's sole risk. This office assumes no liability for errors, omissions, or damages resulting from the misuse or misinterpretation of this data.

5. Call for Professional Collaboration (Data Submissions) To maintain the integrity of our regional control network, this office actively requests and appreciates the cooperation of private and public sector survey crews. If your firm locates, uncovers, validates, or re-establishes a section corner monument within our jurisdiction, or identifies errors on an existing sheet, please bring it to our immediate attention. We request that you provide a standard, certified corner tie sheet to this office so it can be verified and added to the public database for the benefit of the entire surveying community