TECHNICAL PAPERS
Nov 1, 2008

Hybrid State Plane Coordinate System for Transforming a Citywide Survey Control Network to Surface Values: Case Study for Frisco, Texas

Publication: Journal of Surveying Engineering
Volume 134, Issue 4

Abstract

The city of Frisco, Tex., published state plane coordinates were “ground scaled” into surface coordinates for the purpose of establishing a hybrid coordinate system to be easily used by surveyors. Nineteen city monuments were found and collected by GPS observation using real-time kinematic (RTK) connected to the Texas RTK Cooperative Network. The network creates a virtual reference station near the GPS roving receiver, allowing the surveyor to use the rover unit by itself without the need for setting up a base station on the project site. Using a GPS manufacturer’s standard protocol, localizing ground-scaled GPS vectors to the city’s hybrid values yielded acceptable horizontal (H) and vertical (V) residuals over a 233km2 network. Two out of 19 monuments observed explained maximum residual error ( H=0.029m , V=0.082m ) with no significant differences in the mean ΔN and ΔE between published grid, hybrid, and surface coordinates (P=0.77) . This paper will illustrate and discuss the procedures and results of this project.

Get full access to this article

View all available purchase options and get full access to this article.

References

Autry, S., and Taylor, J. P. (1997). “North Carolina Department of Transportation localized networks.” A reference system for the registered land surveyor and GIS professional, North Carolina Dept. of Transportation, Raleigh, N.C., 5–11.
Doyle, D. R. (2001). “State plane coordinates and datum transformations.” Proc., NGS Workshop, March 23, Texas Society of Professional Surveyors.
Iliffe, J. C. (2000). Datums and map projections for remote sensing, GIS, and surveying, Whittles Publishing, Dunbeath, Caithness, Scotland, U.K., 58–67.
Kirkman, T. W. (1996). “ANOVA: Analysis of variance between groups.” ⟨http://www.physics.csbsju.edu/stats/anova⟩ (Sept. 13, 2006).
Kozlowski, J. (2000). “GPS & EDM measurements—Why don’t they match? Part 3.” Proc., New Jersey Society of Professional Land Surveyors SurvCon 2000—Sighting the Future, Atlantic City, N.J.
National Geodetic Survey (NGS). (2001). “What is the geoid?” ⟨http://www.ngs.noaa.gov/GEOID/geoid_def.html⟩ (Nov. 14, 2007).
Schwarz, C. R. (1989). “North American datum of 1983.” National Oceanographic Atmospheric Administration professional paper No. 2, National Oceanographic Atmospheric Administration, Rockville, Md., 81–83.
Stem, J. E. (1989). “State plane coordinate system of 1983.” National Oceanographic Atmospheric Administration manual NOS NGS 5, National Oceanographic Atmospheric Administration, Rockville, Md., 14–50.
U.S. Army Corps of Engineers (USACE). (2008). “CORPSCON version 6.0 frequently asked questions.” Corps of Engineers coordinate conversion, ⟨http://crunch.tec.army.mil/software/corpscon/corpsconfaq.html⟩ (Feb. 6, 2008).
Zar, J. H. (1996). “Multisample hypothesis: The analysis of variance.” Biostatistical analysis, 3rd Ed., Prentice-Hall, Upper Saddle River, N.J., 179–209.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 134Issue 4November 2008
Pages: 105 - 114

History

Received: Jun 15, 2007
Accepted: Mar 11, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

Permissions

Request permissions for this article.

Authors

Affiliations

David A. Rolbiecki [email protected]
Project Officer, Geospatial Survey Group, 520 North Woods, Sherman, TX 75092. E-mail: [email protected]
Stacey D. Lyle [email protected]
Associate Professor and Program Coordinator, Geographic Information Science, Geospatial Surveying Engineering, Texas A&M Univ. at Corpus Christi Computing Sciences, Conrad Blucher Institute of Surveying and Science, 6300 Ocean Dr., Corpus Christi, TX 78412. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share