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dc.contributor.authorDavid A. Rolbiecki
dc.contributor.authorStacey D. Lyle
dc.date.accessioned2017-05-08T21:01:49Z
dc.date.available2017-05-08T21:01:49Z
dc.date.copyrightNovember 2008
dc.date.issued2008
dc.identifier.other%28asce%290733-9453%282008%29134%3A4%28105%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/36022
dc.description.abstractThe 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
dc.publisherAmerican Society of Civil Engineers
dc.titleHybrid State Plane Coordinate System for Transforming a Citywide Survey Control Network to Surface Values: Case Study for Frisco, Texas
dc.typeJournal Paper
dc.journal.volume134
dc.journal.issue4
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2008)134:4(105)
dc.treeJournal of Surveying Engineering:;2008:;Volume ( 134 ):;issue: 004
dc.contenttypeFulltext


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