LM0348 *********************************************************************** LM0348 FBN - This is a Federal Base Network Control Station. LM0348 DESIGNATION - R 131 LM0348 PID - LM0348 LM0348 STATE/COUNTY- CO/ROUTT LM0348 USGS QUAD - SHIELD MOUNTAIN (1985) LM0348 LM0348 *CURRENT SURVEY CONTROL LM0348 ___________________________________________________________________ LM0348* NAD 83(1992)- 40 59 53.99799(N) 107 06 43.09119(W) ADJUSTED LM0348* NAVD 88 - 2153.603 (meters) 7065.61 (feet) ADJUSTED LM0348 ___________________________________________________________________ LM0348 X - -1,418,922.042 (meters) COMP LM0348 Y - -4,608,851.976 (meters) COMP LM0348 Z - 4,163,688.534 (meters) COMP LM0348 LAPLACE CORR- 10.99 (seconds) DEFLEC96 LM0348 ELLIP HEIGHT- 2141.76 (meters) GPS OBS LM0348 GEOID HEIGHT- -11.83 (meters) GEOID96 LM0348 DYNAMIC HT - 2151.608 (meters) 7059.07 (feet) COMP LM0348 MODELED GRAV- 979,620.2 (mgal) NAVD 88 LM0348 LM0348 HORZ ORDER - B LM0348 VERT ORDER - SECOND CLASS 0 LM0348 ELLP ORDER - FOURTH CLASS I LM0348 LM0348 LM0348 LM0348.The horizontal coordinates were established by GPS observations LM0348.and adjusted by the National Geodetic Survey in May 1992. LM0348 LM0348.The orthometric height was determined by differential leveling LM0348.and adjusted by the National Geodetic Survey in June 1991. LM0348 LM0348.The X, Y, and Z were computed from the position and the ellipsoidal ht. LM0348 LM0348.The Laplace correction was computed from DEFLEC96 derived deflections. LM0348 LM0348.The ellipsoidal height was determined by GPS observations LM0348.and is referenced to NAD 83. LM0348 LM0348.The geoid height was determined by GEOID96. LM0348 LM0348.The dynamic height is computed by dividing the NAVD 88 LM0348.geopotential number by the normal gravity value computed on the LM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LM0348.degrees latitude (G = 980.6199 gals.). LM0348 LM0348.The modeled gravity was interpolated from observed gravity values. LM0348 LM0348; North East Units Scale Converg. LM0348;SPC CO N - 1,610,593.88 2,555,036.93 sFT 1.00004197 -1 02 29.6 LM0348;SPC CO N - 490,909.997 778,776.814 MT 1.00004197 -1 02 29.6 LM0348;SPC WYEC - 155,359.531 418,623.776 MT 0.99994177 +0 08 42.8 LM0348;UTM 13 - 4,540,720.239 322,369.952 MT 0.99998835 -1 23 09.2 LM0348 LM0348 SUPERSEDED SURVEY CONTROL LM0348 LM0348 NGVD 29 - 2152.384 (meters) 7061.61 (feet) ADJ UNCH LM0348 LM0348.Superseded values are not recommended for survey control. LM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0348.See file format.dat to determine how the superseded data were derived. LM0348 LM0348_MARKER: DB = BENCH MARK DISK LM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) LM0348_STAMPING: R 131 1934 LM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LM0348+STABILITY: SURFACE MOTION LM0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LM0348+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995 LM0348 LM0348 HISTORY - Date Condition Recov. By LM0348 HISTORY - 1934 MONUMENTED CGS LM0348 HISTORY - 19910719 GOOD NGS LM0348 HISTORY - 19930803 GOOD NGS LM0348 HISTORY - 19950614 GOOD NGS LM0348 LM0348 STATION DESCRIPTION LM0348 LM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 LM0348'7.2 MI E FROM BATTLE CREEK. LM0348'7.2 MILES EAST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT LM0348'COUNTY, 1.0 MILE WEST OF THE DICK BALKER RANCH HOUSE, 310 FEET LM0348'NORTHEAST OF A CURVE AROUND AN ABRUPT BREAK IN A HILL, AT THE TOP OF LM0348'THE HILL, 54 FEET SOUTH OF A FENCE CORNER, AND 46 FEET SOUTHEAST OF LM0348'THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED R 131 1934 LM0348'AND SET IN THE TOP OF A CONCRETE POST. LM0348 LM0348 STATION RECOVERY (1991) LM0348 LM0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 LM0348'STATION IS LOCATED ABOUT 70 KM (43.5 MI) NORTHEAST OF CRAIG, 55 KM LM0348'(34.2 MI) EAST OF BAGGS, WYOMING, 0.2 KM (0.1 MI) SOUTH OF THE LM0348'COLORADO-WYOMING STATE LINE, ALONG COUNTY ROAD 129, IN A SAGE-COVERED LM0348'PASTURE, IN THE SOUTHEAST CORNER SECTION 14, T 12 N, R 87 W. LM0348'OWNERSHIP--RICHARD F. BARNS, P.O. BOX 88, SAVERY, WY 82332. PHONE IS LM0348'383-583-2258. LM0348'NOTE--ALLOW AT LEAST ONE HOUR TO REACH STATION FROM CRAIG, CO. LM0348'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 789 IN BAGGS, GO LM0348'EAST ON WYOMING STATE HIGHWAY 70 FOR 11.85 MI (19.07 KM) TO A GRAVEL LM0348'CROSSROAD IN SAVERY. CONTINUE EAST ON HIGHWAY 70 FOR 8.6 MI LM0348'(13.8 KM) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTHEAST, ON COUNTY LM0348'ROAD 710 FOR 1.9 MI (3.1 KM) TO END OF PAVEMENT. CONTINUE AHEAD ON LM0348'GRAVEL ROAD (WILL BECOME COLORADO COUNTY ROAD 129) FOR 3.1 MI LM0348'(5.0 KM) TO A GIRDER-RAIL BRIDGE. CONTINUE AHEAD FOR 5.2 MI LM0348'(8.4 KM) TO A BRIDGE OVER THE LITTLE SNAKE RIVER. CONTINUE AHEAD FOR LM0348'2.05 MI (3.30 KM) TO A PAIR OF SIGNS FOR THE THREE FORKS RANCH. LM0348'CONTINUE AHEAD FOR 0.25 MI (0.40 KM) TO TOP OF GRADE AND STATION ON LM0348'THE RIGHT. LM0348'STATION MARK IS SET IN THE TOP OF A 20-CM CONCRETE POST PROJECTING 10 LM0348'CM ABOVE GROUND. IT IS ACROSS THE ROAD FROM A UTILITY POLE, 12.5 M LM0348'(41.0 FT) SOUTH OF, AND LEVEL WITH THE ROAD CENTER, 1.2 M (3.9 FT) LM0348'SOUTH OF A WIRE FENCE, 0.8 M (2.6 FT) NORTH OF A FIBERGLASS WITNESS LM0348'POST AND 87.1 M (285.8 FT) EAST OF A FENCE CORNER. LM0348'DESCRIBED BY G.R.HEID LM0348 LM0348 STATION RECOVERY (1993) LM0348 LM0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH) LM0348'NOTE--PROPERTY OWNER CALLED BUT PHONE NOT ANSWERED. OWNER LISTED LM0348'BELOW WAS TAKEN FROM THE 1991 RECOVERY NOTE. STATION IS LOCATED ABOUT LM0348'45 KM (27.95 MI) EAST-SOUTHEAST OF BAGGS, WYOMING, 0.2 KM (0.10 MI) LM0348'SOUTH OF THE COLORADO-WYOMING STATE LINE, ALONG COUNTY ROAD 129, IN A LM0348'PASTURE ON THE NORTH SIDE OF A HILL WITH A LARGE AREA OF ASPEN TREES, LM0348'IN EAST CENTRAL SECTION 14, T 12 N, R 87 W. OWNERSHIP--RICHARD F. LM0348'BARNS, PO BOX 88, SAVERY, WY 82332. PHONE IS 303-583-2258. TO REACH LM0348'FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 789 IN BAGGS, GO EAST ON LM0348'HIGHWAY 70 FOR 18.28 KM (11.35 MI) TO THE CROSSROAD AND STORE IN LM0348'SAVERY. CONTINUE AHEAD FOR 13.32 KM (8.25 MI) TO THE JUNCTION OF LM0348'COUNTY ROAD 710 ON THE RIGHT. TURN RIGHT, SOUTHEAST, ON PAVED ROAD LM0348'(BECOMES COLORADO COUNTY ROAD 129) FOR 3.03 KM (1.90 MI) TO THE LM0348'PAVEMENT END. CONTINUE EASTERLY ON GRADED ROAD FOR 13.00 KM (8.05 MI) LM0348'TO THE BRIDGE OVER THE LITTLE SNAKE RIVER. CONTINUE AHEAD, EASTERLY, LM0348'ON GRADED ROAD FOR 3.25 KM (2.00 MI) TO A PAIR OF WOOD OVER CONCRETE LM0348'AND STONE SIGNS FOR THE THREE FORKS RANCH. CONTINUE AHEAD FOR 0.42 KM LM0348'(0.25 MI) TO TOP OF SLIGHT GRADE AND STATION ON THE RIGHT. STATION LM0348'MARK IS A DISK SET IN THE TOP OF A 20-CM CONCRETE POST PROJECTING 10 LM0348'CM ABOVE GROUND. IT IS 12.5 M (41.0 FT) SOUTH OF, AND SLIGHTLY HIGHER LM0348'THAN THE ROAD CENTER, 1.2 M (3.9 FT) SOUTH OF A WIRE FENCE, 0.8 M (2.6 LM0348'FT) NORTH OF A FIBERGLASS WITNESS POST, AND 87.1 M (285.8 FT) EAST OF LM0348'A FENCE CORNER AT TURN IN THE ROAD. DESCRIBED BY G.R.HEID LM0348 LM0348 STATION RECOVERY (1995) LM0348 LM0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC) LM0348'RECOVERED AS DESCRIBED.