LM0628 *********************************************************************** LM0628 DESIGNATION - JUNCTION LM0628 PID - LM0628 LM0628 STATE/COUNTY- CO/ROUTT LM0628 USGS QUAD - ROCKY PEAK (1985) LM0628 LM0628 *CURRENT SURVEY CONTROL LM0628 ___________________________________________________________________ LM0628* NAD 83(1992)- 40 30 02.10424(N) 106 51 19.04388(W) ADJUSTED LM0628* NAVD 88 - 2033.6 (meters) 6672. (feet) VERTCON LM0628 ___________________________________________________________________ LM0628 LAPLACE CORR- 9.68 (seconds) DEFLEC96 LM0628 GEOID HEIGHT- -12.45 (meters) GEOID96 LM0628 LM0628 HORZ ORDER - THIRD LM0628 LM0628 LM0628 LM0628.The horizontal coordinates were established by classical geodetic methods LM0628.and adjusted by the National Geodetic Survey in January 1993. LM0628 LM0628.The NAVD 88 height was computed by applying the VERTCON shift value to LM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LM0628 LM0628.The Laplace correction was computed from DEFLEC96 derived deflections. LM0628 LM0628.The geoid height was determined by GEOID96. LM0628 LM0628; North East Units Scale Converg. LM0628;SPC CO N - 1,428,083.63 2,623,112.43 sFT 0.99996633 -0 52 32.5 LM0628;SPC CO N - 435,280.762 799,526.267 MT 0.99996633 -0 52 32.5 LM0628;UTM 13 - 4,484,972.975 342,791.136 MT 0.99990422 -1 12 18.6 LM0628 LM0628: Primary Azimuth Mark Grid Az LM0628:SPC CO N - JUNCTION AZ MK 350 12 44.3 LM0628:UTM 13 - JUNCTION AZ MK 350 32 30.4 LM0628 LM0628|---------------------------------------------------------------------| LM0628| PID Reference Object Distance Geod. Az | LM0628| dddmmss.s | LM0628| LM0627 HIGHWAY 40 STA 55+23.5 ROW 80 3 4.608 METERS 13219 | LM0628| AB7980 JUNCTION AZ MK 3492011.8 | LM0628| LM0298 S 132 4.262 METERS 35704 | LM0628|---------------------------------------------------------------------| LM0628 LM0628 SUPERSEDED SURVEY CONTROL LM0628 LM0628 NAD 83(1986)- 40 30 02.10306(N) 106 51 19.03787(W) ADJUSTED LM0628 NAD 27 - 40 30 02.18300(N) 106 51 16.86000(W) ADJUSTED LM0628 NGVD 29 - 2032.4 (meters) 6668. (feet) VERT ANG LM0628 LM0628.Superseded values are not recommended for survey control. LM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0628.See file format.dat to determine how the superseded data were derived. LM0628 LM0628_MARKER: DS = TRIANGULATION STATION DISK LM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) LM0628 LM0628 HISTORY - Date Condition Recov. By LM0628 HISTORY - 1949 MONUMENTED CGS LM0628 LM0628 STATION DESCRIPTION LM0628 LM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK) LM0628'THE STATION IS LOCATED 1.45 MILES BY ROAD NORTHWEST OF STEAMBOAT LM0628'SPRINGS, ALONG U.S. HIGHWAY 40, 0.1 MILE SOUTHEAST OF THE LM0628'INTERSECTION OF STATE ROUTE 129, 20 PACES SOUTHWEST OF THE LM0628'CENTER-LINE OF U.S. HIGHWAY 40, 6 FEET SOUTHWEST OF FENCE LINE LM0628'AND WHITE WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED, LM0628'JUNCTION 1949. LM0628' LM0628'REFERENCE MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, LM0628'APPROXIMATELY THE SAME ELEVATION AS THE STATION, 1 FOOT SOUTHWEST LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A ROUND CONCRETE POST, LM0628'PROJECTS ABOUT 1 FOOT AND IS STAMPED, 80-3 55+23.5. LM0628' LM0628'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK, LM0628'APPROXIMATELY 1 FOOT HIGHER THAN THE STATION, 1 FOOT SOUTHWEST LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A 6 X 6 CONCRETE LM0628'POST, PROJECTS 1 FOOT AND IS STAMPED, S 132 1934. LM0628' LM0628'THE AZIMUTH MARK IS LOCATED ALONG STATE HIGHWAY 129, 0.55 LM0628'MILE NORTHWEST OF THE JUNCTION, 10 PACES WEST OF THE CENTER-LINE LM0628'OF HIGHWAY, 15 FEET SOUTH OF A GATE, 1 FOOT EAST OF FENCE LINE, LM0628'18 INCHES WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND LM0628'IS STAMPED, JUNCTION 1949. LM0628' LM0628'TO REACH FROM THE INTERSECTION OF 10TH STREET AND U.S. HIGHWAY LM0628'40 IN STEAMBOAT SPRINGS, GO WESTERLY ALONG U.S. HIGHWAY 40 FOR LM0628'1.45 MILES TO THE STATION AS DESCRIBED ABOVE. A DRIVE STATION. LM0628 *********************************************************************** LM0628 DESIGNATION - JUNCTION LM0628 PID - LM0628 LM0628 STATE/COUNTY- CO/ROUTT LM0628 USGS QUAD - ROCKY PEAK (1985) LM0628 LM0628 *CURRENT SURVEY CONTROL LM0628 ___________________________________________________________________ LM0628* NAD 83(1992)- 40 30 02.10424(N) 106 51 19.04388(W) ADJUSTED LM0628* NAVD 88 - 2033.6 (meters) 6672. (feet) VERTCON LM0628 ___________________________________________________________________ LM0628 LAPLACE CORR- 9.68 (seconds) DEFLEC96 LM0628 GEOID HEIGHT- -12.45 (meters) GEOID96 LM0628 LM0628 HORZ ORDER - THIRD LM0628 LM0628 LM0628 LM0628.The horizontal coordinates were established by classical geodetic methods LM0628.and adjusted by the National Geodetic Survey in January 1993. LM0628 LM0628.The NAVD 88 height was computed by applying the VERTCON shift value to LM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LM0628 LM0628.The Laplace correction was computed from DEFLEC96 derived deflections. LM0628 LM0628.The geoid height was determined by GEOID96. LM0628 LM0628; North East Units Scale Converg. LM0628;SPC CO N - 1,428,083.63 2,623,112.43 sFT 0.99996633 -0 52 32.5 LM0628;SPC CO N - 435,280.762 799,526.267 MT 0.99996633 -0 52 32.5 LM0628;UTM 13 - 4,484,972.975 342,791.136 MT 0.99990422 -1 12 18.6 LM0628 LM0628: Primary Azimuth Mark Grid Az LM0628:SPC CO N - JUNCTION AZ MK 350 12 44.3 LM0628:UTM 13 - JUNCTION AZ MK 350 32 30.4 LM0628 LM0628|---------------------------------------------------------------------| LM0628| PID Reference Object Distance Geod. Az | LM0628| dddmmss.s | LM0628| LM0627 HIGHWAY 40 STA 55+23.5 ROW 80 3 4.608 METERS 13219 | LM0628| AB7980 JUNCTION AZ MK 3492011.8 | LM0628| LM0298 S 132 4.262 METERS 35704 | LM0628|---------------------------------------------------------------------| LM0628 LM0628 SUPERSEDED SURVEY CONTROL LM0628 LM0628 NAD 83(1986)- 40 30 02.10306(N) 106 51 19.03787(W) ADJUSTED LM0628 NAD 27 - 40 30 02.18300(N) 106 51 16.86000(W) ADJUSTED LM0628 NGVD 29 - 2032.4 (meters) 6668. (feet) VERT ANG LM0628 LM0628.Superseded values are not recommended for survey control. LM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0628.See file format.dat to determine how the superseded data were derived. LM0628 LM0628_MARKER: DS = TRIANGULATION STATION DISK LM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT (ROUND) LM0628 LM0628 HISTORY - Date Condition Recov. By LM0628 HISTORY - 1949 MONUMENTED CGS LM0628 LM0628 STATION DESCRIPTION LM0628 LM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK) LM0628'THE STATION IS LOCATED 1.45 MILES BY ROAD NORTHWEST OF STEAMBOAT LM0628'SPRINGS, ALONG U.S. HIGHWAY 40, 0.1 MILE SOUTHEAST OF THE LM0628'INTERSECTION OF STATE ROUTE 129, 20 PACES SOUTHWEST OF THE LM0628'CENTER-LINE OF U.S. HIGHWAY 40, 6 FEET SOUTHWEST OF FENCE LINE LM0628'AND WHITE WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED, LM0628'JUNCTION 1949. LM0628' LM0628'REFERENCE MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, LM0628'APPROXIMATELY THE SAME ELEVATION AS THE STATION, 1 FOOT SOUTHWEST LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A ROUND CONCRETE POST, LM0628'PROJECTS ABOUT 1 FOOT AND IS STAMPED, 80-3 55+23.5. LM0628' LM0628'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK, LM0628'APPROXIMATELY 1 FOOT HIGHER THAN THE STATION, 1 FOOT SOUTHWEST LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A 6 X 6 CONCRETE LM0628'POST, PROJECTS 1 FOOT AND IS STAMPED, S 132 1934. LM0628' LM0628'THE AZIMUTH MARK IS LOCATED ALONG STATE HIGHWAY 129, 0.55 LM0628'MILE NORTHWEST OF THE JUNCTION, 10 PACES WEST OF THE CENTER-LINE LM0628'OF HIGHWAY, 15 FEET SOUTH OF A GATE, 1 FOOT EAST OF FENCE LINE, LM0628'18 INCHES WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND LM0628'IS STAMPED, JUNCTION 1949. LM0628' LM0628'TO REACH FROM THE INTERSECTION OF 10TH STREET AND U.S. HIGHWAY LM0628'40 IN STEAMBOAT SPRINGS, GO WESTERLY ALONG U.S. HIGHWAY 40 FOR LM0628'1.45 MILES TO THE STATION AS DESCRIBED ABOVE. A DRIVE STATION.