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TABLE 19.2 COORDINATE VALUES OF COMMON STATIONS Arbitrary Reference Frame GPS Reference Frame Station X (Ft) ۲ (4) E (m N (m) A 5000.00 5000.00 635797.076 464685.605 1978.54 6075.88 625530.377 462379.464 с 6328.46 5983.64 637760.165 469740.901 D 6058.04 5000.00 63B732.51 466538.417 B e A surveyor establishes a control network of points using an arbitrary coordinate system. In preparation for staking out the project using kinematic survey (see Chapter 15), the surveyor reoccupies each station with a receiver. The resulting GNSS-derived coordinates are transformed into a two-dimensional map projec- tion coordinate system with the common station coordinate values in both sys- tems listed in Table 19.2. Determine the rotation and scule between the arbitrary and worldwide reference frames.