MP0009 *********************************************************************** MP0009 FBN - This is a Federal Base Network Control Station. MP0009 DESIGNATION - F 322 MP0009 PID - MP0009 MP0009 STATE/COUNTY- WY/CARBON MP0009 USGS QUAD - PINE RIDGE (1975) MP0009 MP0009 *CURRENT SURVEY CONTROL MP0009 ___________________________________________________________________ MP0009* NAD 83(1993)- 41 52 28.44196(N) 106 08 10.93457(W) ADJUSTED MP0009* NAVD 88 - 2016.464 (meters) 6615.68 (feet) ADJUSTED MP0009 ___________________________________________________________________ MP0009 X - -1,322,309.674 (meters) COMP MP0009 Y - -4,570,358.458 (meters) COMP MP0009 Z - 4,236,577.527 (meters) COMP MP0009 LAPLACE CORR- 6.23 (seconds) DEFLEC96 MP0009 ELLIP HEIGHT- 2003.649 (meters) GPS OBS MP0009 GEOID HEIGHT- -12.75 (meters) GEOID96 MP0009 DYNAMIC HT - 2014.769 (meters) 6610.12 (feet) COMP MP0009 MODELED GRAV- 979,709.8 (mgal) NAVD 88 MP0009 MP0009 HORZ ORDER - B MP0009 VERT ORDER - FIRST CLASS II MP0009 ELLP ORDER - FOURTH CLASS I MP0009 MP0009 MP0009 MP0009.The horizontal coordinates were established by GPS observations MP0009.and adjusted by the National Geodetic Survey in October 1994. MP0009.This is a SPECIAL STATUS position. See SPECIAL STATUS under the MP0009.DATUM ITEM on the data sheet items page. MP0009 MP0009.The orthometric height was determined by differential leveling MP0009.and adjusted by the National Geodetic Survey in June 1991. MP0009.WARNING-GPS observations at this control monument resulted in a GPS MP0009.derived orthometric height which differed from the leveled height by MP0009.more than one decimeter (0.1 meter). MP0009.WARNING-Repeat measurements at this control monument indicate possible MP0009.vertical movement. MP0009 MP0009.The X, Y, and Z were computed from the position and the ellipsoidal ht. MP0009 MP0009.The Laplace correction was computed from DEFLEC96 derived deflections. MP0009 MP0009.The ellipsoidal height was determined by GPS observations MP0009.and is referenced to NAD 83. MP0009 MP0009.The geoid height was determined by GEOID96. MP0009 MP0009.The dynamic height is computed by dividing the NAVD 88 MP0009.geopotential number by the normal gravity value computed on the MP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MP0009.degrees latitude (G = 980.6199 gals.). MP0009 MP0009.The modeled gravity was interpolated from observed gravity values. MP0009 MP0009; North East Units Scale Converg. MP0009;SPC WYEC - 253,339.325 499,358.372 MT 1.00005894 +0 47 56.5 MP0009;UTM 13 - 4,636,473.952 405,703.199 MT 0.99970942 -0 45 30.9 MP0009 MP0009 SUPERSEDED SURVEY CONTROL MP0009 MP0009 NGVD 29 - 2015.323 (meters) 6611.94 (feet) ADJUSTED MP0009 MP0009.Superseded values are not recommended for survey control. MP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MP0009 See file format.dat to determine how the superseded data were derived. MP0009 MP0009_MARKER: DB = BENCH MARK DISK MP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) MP0009_STAMPING: F 322 1947 MP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MP0009+STABILITY: SURFACE MOTION MP0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MP0009+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993 MP0009 MP0009 HISTORY - Date Condition Recov. By MP0009 HISTORY - 1947 MONUMENTED CGS MP0009 HISTORY - 1983 GOOD NGS MP0009 HISTORY - 19930803 GOOD NGS MP0009 MP0009 STATION DESCRIPTION MP0009 MP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 MP0009'3.65 MI E FROM MEDICINE BOW. MP0009'3.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT MP0009'MEDICINE BOW, 8 TELEPHONE POLES WEST OF MILE POST NO.619, 183.5 FEET MP0009'SOUTH OF THE CENTER OF U.S. HIGHWAY NO.30, 131.8 FEET NORTH OF THE MP0009'NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 46.3 FEET MP0009'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A REFERENCE MP0009'POST, SET IN A CONCRETE POST IN LINE WITH BLOCK SIGNALS NO. 6192 AND MP0009'NO.6193, ABOUT 8 FEET BELOW THE TRACKS AND PROJECTING 0.8 FOOT. MP0009 MP0009 STATION RECOVERY (1983) MP0009 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 MP0009'RECOVERED IN GOOD CONDITION. MP0009 MP0009 STATION RECOVERY (1993) MP0009 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL) MP0009'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF MEDICINE BOW, 5 MP0009'KM (3.10 MI) WEST OF THE CARBON-ALBANY COUNTY LINE, ALONG US HIGHWAYS MP0009'30 AND 287, ON THE RIGHT-OF-WAY, AT MILE 275.6 BETWEEN THE HIGHWAY AND MP0009'AN ELEVATED SECTION OF RAILROAD, AT A METAL RAILROAD BUILDING AND A MP0009'JOINED PAIR OF UTILITY POLES, IN THE SOUTHEAST CORNER OF SECTION 14, T MP0009'22 N, R 78 W. OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO MP0009'REACH FROM THE JUNCTION OF US HIGHWAYS 30, 287 AND STATE HIGHWAY 487 MP0009'ON THE WEST SIDE OF MEDICINE BOW, GO EAST ON HIGHWAYS 30 AND 287 FOR MP0009'4.77 KM (2.95 MI) TO THE BRIDGE OVER THE MEDICINE BOW RIVER. CONTINUE MP0009'AHEAD FOR 1.56 KM (0.95 MI) TO THE STATION ON THE RIGHT. STATION MARK MP0009'IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 20 MP0009'CM ABOVE GROUND IN AN BARE AREA. IT IS 55.8 M (183.1 FT) SOUTHWEST MP0009'OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, ABOUT 35 M (114.8 MP0009'FT) NORTHEAST OF THE TRACK, 14.4 M (47.2 FT) NORTHEAST OF THE MP0009'RIGHT-OF-WAY FENCE, 19.7 M (64.6 FT) NORTHEAST OF THE NORTHEAST ONE OF MP0009'TWO JOINED UTILITY POLES, AND 0.8 M (2.6 FT) NORTHWEST OF A FIBERGLASS MP0009'AND A WOOD WITNESS POST. MP0009 *********************************************************************** MP0009 FBN - This is a Federal Base Network Control Station. MP0009 DESIGNATION - F 322 MP0009 PID - MP0009 MP0009 STATE/COUNTY- WY/CARBON MP0009 USGS QUAD - PINE RIDGE (1975) MP0009 MP0009 *CURRENT SURVEY CONTROL MP0009 ___________________________________________________________________ MP0009* NAD 83(1993)- 41 52 28.44196(N) 106 08 10.93457(W) ADJUSTED MP0009* NAVD 88 - 2016.464 (meters) 6615.68 (feet) ADJUSTED MP0009 ___________________________________________________________________ MP0009 X - -1,322,309.674 (meters) COMP MP0009 Y - -4,570,358.458 (meters) COMP MP0009 Z - 4,236,577.527 (meters) COMP MP0009 LAPLACE CORR- 6.23 (seconds) DEFLEC96 MP0009 ELLIP HEIGHT- 2003.649 (meters) GPS OBS MP0009 GEOID HEIGHT- -12.75 (meters) GEOID96 MP0009 DYNAMIC HT - 2014.769 (meters) 6610.12 (feet) COMP MP0009 MODELED GRAV- 979,709.8 (mgal) NAVD 88 MP0009 MP0009 HORZ ORDER - B MP0009 VERT ORDER - FIRST CLASS II MP0009 ELLP ORDER - FOURTH CLASS I MP0009 MP0009 MP0009 MP0009.The horizontal coordinates were established by GPS observations MP0009.and adjusted by the National Geodetic Survey in October 1994. MP0009.This is a SPECIAL STATUS position. See SPECIAL STATUS under the MP0009.DATUM ITEM on the data sheet items page. MP0009 MP0009.The orthometric height was determined by differential leveling MP0009.and adjusted by the National Geodetic Survey in June 1991. MP0009.WARNING-GPS observations at this control monument resulted in a GPS MP0009.derived orthometric height which differed from the leveled height by MP0009.more than one decimeter (0.1 meter). MP0009.WARNING-Repeat measurements at this control monument indicate possible MP0009.vertical movement. MP0009 MP0009.The X, Y, and Z were computed from the position and the ellipsoidal ht. MP0009 MP0009.The Laplace correction was computed from DEFLEC96 derived deflections. MP0009 MP0009.The ellipsoidal height was determined by GPS observations MP0009.and is referenced to NAD 83. MP0009 MP0009.The geoid height was determined by GEOID96. MP0009 MP0009.The dynamic height is computed by dividing the NAVD 88 MP0009.geopotential number by the normal gravity value computed on the MP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MP0009.degrees latitude (G = 980.6199 gals.). MP0009 MP0009.The modeled gravity was interpolated from observed gravity values. MP0009 MP0009; North East Units Scale Converg. MP0009;SPC WYEC - 253,339.325 499,358.372 MT 1.00005894 +0 47 56.5 MP0009;UTM 13 - 4,636,473.952 405,703.199 MT 0.99970942 -0 45 30.9 MP0009 MP0009 SUPERSEDED SURVEY CONTROL MP0009 MP0009 NGVD 29 - 2015.323 (meters) 6611.94 (feet) ADJUSTED MP0009 MP0009.Superseded values are not recommended for survey control. MP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MP0009 See file format.dat to determine how the superseded data were derived. MP0009 MP0009_MARKER: DB = BENCH MARK DISK MP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) MP0009_STAMPING: F 322 1947 MP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MP0009+STABILITY: SURFACE MOTION MP0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MP0009+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993 MP0009 MP0009 HISTORY - Date Condition Recov. By MP0009 HISTORY - 1947 MONUMENTED CGS MP0009 HISTORY - 1983 GOOD NGS MP0009 HISTORY - 19930803 GOOD NGS MP0009 MP0009 STATION DESCRIPTION MP0009 MP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 MP0009'3.65 MI E FROM MEDICINE BOW. MP0009'3.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT MP0009'MEDICINE BOW, 8 TELEPHONE POLES WEST OF MILE POST NO.619, 183.5 FEET MP0009'SOUTH OF THE CENTER OF U.S. HIGHWAY NO.30, 131.8 FEET NORTH OF THE MP0009'NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 46.3 FEET MP0009'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A REFERENCE MP0009'POST, SET IN A CONCRETE POST IN LINE WITH BLOCK SIGNALS NO. 6192 AND MP0009'NO.6193, ABOUT 8 FEET BELOW THE TRACKS AND PROJECTING 0.8 FOOT. MP0009 MP0009 STATION RECOVERY (1983) MP0009 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 MP0009'RECOVERED IN GOOD CONDITION. MP0009 MP0009 STATION RECOVERY (1993) MP0009 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL) MP0009'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF MEDICINE BOW, 5 MP0009'KM (3.10 MI) WEST OF THE CARBON-ALBANY COUNTY LINE, ALONG US HIGHWAYS MP0009'30 AND 287, ON THE RIGHT-OF-WAY, AT MILE 275.6 BETWEEN THE HIGHWAY AND MP0009'AN ELEVATED SECTION OF RAILROAD, AT A METAL RAILROAD BUILDING AND A MP0009'JOINED PAIR OF UTILITY POLES, IN THE SOUTHEAST CORNER OF SECTION 14, T MP0009'22 N, R 78 W. OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO MP0009'REACH FROM THE JUNCTION OF US HIGHWAYS 30, 287 AND STATE HIGHWAY 487 MP0009'ON THE WEST SIDE OF MEDICINE BOW, GO EAST ON HIGHWAYS 30 AND 287 FOR MP0009'4.77 KM (2.95 MI) TO THE BRIDGE OVER THE MEDICINE BOW RIVER. CONTINUE MP0009'AHEAD FOR 1.56 KM (0.95 MI) TO THE STATION ON THE RIGHT. STATION MARK MP0009'IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 20 MP0009'CM ABOVE GROUND IN AN BARE AREA. IT IS 55.8 M (183.1 FT) SOUTHWEST MP0009'OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, ABOUT 35 M (114.8 MP0009'FT) NORTHEAST OF THE TRACK, 14.4 M (47.2 FT) NORTHEAST OF THE MP0009'RIGHT-OF-WAY FENCE, 19.7 M (64.6 FT) NORTHEAST OF THE NORTHEAST ONE OF MP0009'TWO JOINED UTILITY POLES, AND 0.8 M (2.6 FT) NORTHWEST OF A FIBERGLASS MP0009'AND A WOOD WITNESS POST.