|SDP |50684.4A |AAL |1.07| |SAND POINT AIRPORT |2222006| |SAND POINT |ALASKA | |NAD83 |5 CM |15 CM |NAVD88 |25 CM | |-14.4|2222006| | 20.6| |31+1241 |2222006| | | | | | 551849.3|-1603117.1| @ |13 |P|2222006| |X| | | 551911.2309|-1603140.5957|1483543| 5213|150|2222006| | 19.7| |2222006| | 551906.7052|-1603135.7505| 538|2222006| | 0| 13.0| |2222006| | 225| 16.4| |2222006| | 538| 16.5| |2222006| | 1771| 16.3| |2222006| | 3972| 20.6| |2222006| | 4637| 20.4| |2222006| | 5213| 20.3| |2222006| # |31 |P|2222006| |X| | | 551827.3755|-1603053.6597|3283622| 5213|150|2222006| | 20.6| |2222006| | 551832.2170|-1603058.8396| 575|2222006| | 0| 20.3| |2222006| | 575| 20.4| |2222006| | 1241| 20.6| |2222006| | 3442| 16.3| |2222006| | 4675| 16.5| |2222006| | 4988| 16.4| |2222006| | 5213| 13.0| |2222006| @ |DME (HBT) | 551856.9500|-1603110.1808| 88.9| | | |2222006| |NDB (HBT) | 551856.4014|-1603106.4204| | | | |2222006| # # @ |13 |ANAPC | |GRD | 551820.82|-1603015.84|1B| 448| | | 435| 428| 427| -6921| -6383| 1522L| 217|2222006| |BUSH | 551820.68|-1603017.28|1A| 447| | | 434| 427| 426| -6890| -6352| 1443L| 217|2222006| |BUSH | 551831.92|-1603044.52|1A| 192| | | 179| 172| 171| -5095| -4557| 692L| 7|2222006| |OL ON TWR | 551854.94|-1603106.13|1A| 198| | | 185| 178| 177| -2450| -1912| 841L| 79|2222006| |OL ON TWR | 551857.86|-1603106.71|1A| 197| | | 184| 177| 176| -2179| -1641| 967L| 85|2222006| |GRD | 552034.99|-1603335.41|1A| 410| | | 397| 390| 389| 10714| 11252| 1237R| 30|2222006| |GRD | 552101.88|-1603317.49|1B| 461| | | 448| 441| 440| 12501| 13039| 1069L| 62|2222006| |BUSH | 552101.15|-1603321.71|1B| 432| | | 419| 412| 411| 12565| 13103| 822L| 60|2222006| |GRD | 552102.50|-1603333.15|1B| 426| | | 413| 406| 405| 13027| 13565| 329L| 41|2222006| |GRD | 552107.01|-1603329.29|1B| 433| | | 420| 413| 412| 13301| 13839| 759L| 39|2222006| @ |Additional Information: | |THIS DATA WAS COLLECTED IN ACCORDANCE WITH FAA NO. 405 AREA NAVIGATION APPROACH (CONVENTIONAL LANDING) | |SURVEY SPECIFICATIONS. | | | |GEODETIC CONTROL FOR THIS SURVEY WAS ESTABLISHED USING GPS METHODS AND THE NGS ONLINE POSITIONING SERVICE (OPUS). | |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 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). | | | |OBSTRUCTIONS WITH AN ACCURACY CODE OF 1B WERE PHOTOGRAMMETRICALLY DETERMINED. POSITIONS ARE CURRENT AS OF DATE OF | |PHOTOGRAPHY (25-MAY-2006). | | | |NATIONAL GEODETIC SURVEY | EOF