|5S8 |50681.11A |AAL |1.07| |ST MICHAEL AIRPORT |1572005| |ST MICHAEL |ALASKA | |NAD83 |5 CM | |NAVD88 |25 CM | |-15.4|1572005| | | | | | | | | | | 632924.2|-1620637.4| @ |2 |S|1572005| |X| | | 632907.6394|-1620701.2897| 325334| 4001| 75|1572005| | 98.2| |1572005| | | | | | | 0| 98.2| |1572005| | 4001| 65.6| |1572005| # |20 |S|1572005| |X| | | 632940.7081|-1620613.4276|2125417| 4001| 75|1572005| | 88.1| |1572005| | | | | | | 0| 65.6| |1572005| | 4001| 98.2| |1572005| @ # # @ |2 |ANALPV | |OL ON LTD WSK | 632909.09|-1620710.30|1B| 115| | | 17| 17| | 99| | 424L| 17|1572005| |RD(N) | 632859.02|-1620702.59|1B| 117| | | 19| 19| | 767| | 426R| 7|1572005| |RD(N) | 632859.09|-1620702.84|1B| 117| | | 19| 19| | 767| | 412R| 7|1572005| |RD(N) | 632900.20|-1620708.28|1B| 120| | | 22| 22| | 807| | 144R| 10|1572005| |RD(N) | 632901.74|-1620721.07|1B| 119| | | 21| 21| | 991| | 429L| 5|1572005| |POLE | 632902.41|-1620723.46|1B| 144| | | 46| 46| | 993| | 557L| 16|1572005| |POLE | 632903.01|-1620728.81|1B| 142| | | 44| 44| | 1073| | 794L| 16|1572005| |POLE | 632903.60|-1620734.15|1B| 143| | | 45| 45| | 1155| | 1031L| 20|1572005| |GRD | 632851.67|-1620728.98|1B| 130| | | 32| 32| | 2045| | 175L| -5|1572005| |GRD | 632850.01|-1620737.17|1B| 133| | | 35| 35| | 2389| | 396L| -9|1572005| |GRD | 632846.78|-1620728.65|1B| 126| | | 28| 28| | 2454| | 107R| -17|1572005| # |20 |ANALPV | |BUSH | 632958.39|-1620540.45|1B| 66| | | 0| -22| | 2321| | 281L| -42|1572005| |BUSH | 633001.55|-1620549.04|1B| 57| | | -9| -31| | 2379| | 221R| -52|1572005| |BUSH | 633000.03|-1620543.38|1B| 64| | | -2| -24| | 2389| | 79L| -46|1572005| |BUSH | 632958.16|-1620536.08|1B| 62| | | -4| -26| | 2410| | 460L| -48|1572005| @ ||Additional Information: | |THIS DATA WAS COLLECTED IN ACCORDANCE WITH FAA AREA NAVIGATION APPROACH (ANA-LPV) SURVEY SPECIFICATIONS. | | | |GEODETIC CONTROL FOR THIS SURVEY WAS ESTABLISHED USING GPS METHODS AND THE NGS ONLINE POSITIONING SERVICE (OPUS). THE | |GPS DERIVED ELLIPSOID HEIGHT WAS DETERMINED THROUGH DIFFERENTIAL POSITIONING RELATIVE TO THE CONTINUOUS OPERATING | |REFERENCE STATION (CORS) NETWORK AND REFERENCED TO THE NAD 83 ELLIPSOID. GPS DERIVED ORTHOMETRIC ELEVATIONS WERE | |DETERMINED USING THE BEST AVAILABLE GEOID MODEL (GEOID06) AND ARE RELATIVE TO NAVD88. AS SUCH, THE GPS-DERIVED | |ORTHOMETRIC ELEVATIONS IN THIS FILE ARE CONSISTENT WITH OTHER NAVD88 ELEVATIONS (BOTH IN-STATE AND OUT-OF-STATE). | | | |NATIONAL GEODETIC SURVEY | EOF