|HPB |50322.A |AAL |1.07| |HOOPER BAY AIRPORT |1542005| |HOOPER BAY |ALASKA | |NAD83 |5 CM | |NAVD88 |25 CM | |-12.9|1542005| | | | | | | | | | | 613125.9|-1660847.9| @ |13 |P|1542005| |X| | | 613139.8143|-1660905.5536|1483529| 3300| 75|1542005| | 12.8| |1542005| | | | | | | 0| 11.7| |1542005| | 3300| 11.1| |1542005| # |31 |P|1542005| |X| | | 613112.0676|-1660830.1515|3283600| 3300| 75|1542005| | 12.8| |1542005| | | | | | | 0| 11.1| |1542005| | 3300| 11.7| |1542005| @ |VOR/DME(HPB) | 613051.6962|-1660804.1923| 12.6| | | |1542005| # # @ |13 |ANALPV | |GRD | 613141.76|-1660905.37|1B| 15| | | 3| 2| | 952| | 971L| 3|1542005| |GRD | 613144.28|-1660908.17|1B| 24| | | 12| 11| | 1142| | 987L| 7|1542005| |GRD | 613146.28|-1660907.14|1B| 22| | | 10| 9| | 1253| | 1125L| 2|1542005| |GRD | 613146.23|-1660907.52|1B| 22| | | 10| 9| | 1257| | 1108L| 2|1542005| # |31 |ANALPV | |RD(N) | 613109.13|-1660826.41|1B| 21| | | 10| 8| | 782| | 866L| 6|1542005| |POLE | 613110.55|-1660817.44|1B| 40| | | 29| 27| | 785| | 1283R| 18|1542005| |MOBILE CRANE | 613106.90|-1660827.04|1M| 114| | | 103| 101| | 796| | 739L| 96|1542005| |OL WDI | 613109.10|-1660816.96|1B| 42| | | 31| 29| | 811| | 1229R| 23|1542005| |HGR | 613112.81|-1660822.39|1B| 26| | | 15| 13| | 818| | 1202R| 15|1542005| |GRD | 613103.83|-1660822.89|1B| 14| | | 3| 1| | 940| | 747L| -11|1542005| |GRD | 613102.79|-1660822.92|1B| 16| | | 5| 3| | 993| | 699L| -11|1542005| |VOR/DME | 613051.70|-1660804.19|1B| 40| | | 29| 27| | 2192| | 864L| -16|1542005| @ ||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 USER SERVICE (OPUS). | |THE ELLIPSOID HEIGHTS WERE DETERMINED THROUGH DIFFERENTIAL POSITIONING RELATIVE TO THE CONTINUOUS OPERATING REFERENCE | |STATION (CORS) NETWORK AND REFERENCED TO THE NAD 83 ELLIPSOID. GPS DERIVED ORTHOMETRICS 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