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This paper addresses the critical necessity of standardized geodetic frameworks in modern engineering and cadastral surveying. As positioning technologies evolve from local datum to global geocentric systems, the requirement for rigorous coordinate transformation parameters becomes paramount. This study analyzes the implementation of coordinate transformation parameters, colloquially referenced in industry contexts such as "Autodata 340," in conjunction with national standards (PT) and the international ISO 19111 standard for spatial referencing by coordinates. By examining the transformation grids and mathematical models used to convert historical local coordinates (e.g., INA-74, Timbalai) to the modern ITRF-based systems (SRGI2018), this paper demonstrates the efficacy of automated data processing tools in reducing geodetic errors. The results indicate that adherence to ISO 19111 protocols regarding coordinate metadata and the use of high-resolution transformation grids significantly improves spatial data interoperability compared to traditional simplified Seven-Parameter Helmert transformations. autodata 340 pt pt iso 152 best

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