LM0632 *********************************************************************** LM0632 DESIGNATION - ROAD LM0632 PID - LM0632 LM0632 STATE/COUNTY- CO/ROUTT LM0632 USGS QUAD - CLARK (1968) LM0632 LM0632 *CURRENT SURVEY CONTROL LM0632 ___________________________________________________________________ LM0632* NAD 83(1992)- 40 41 18.38107(N) 106 55 54.12220(W) ADJUSTED LM0632* NAVD 88 - 2188.64 (+/-2cm) 7180.6 (feet) VERTCON LM0632 ___________________________________________________________________ LM0632 LAPLACE CORR- 8.38 (seconds) DEFLEC96 LM0632 GEOID HEIGHT- -12.26 (meters) GEOID96 LM0632 LM0632 HORZ ORDER - THIRD LM0632 VERT ORDER - THIRD ? (See Below) LM0632 LM0632 LM0632 LM0632.The horizontal coordinates were established by classical geodetic methods LM0632.and adjusted by the National Geodetic Survey in January 1993. LM0632 LM0632.The NAVD 88 height was computed by applying the VERTCON shift value to LM0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LM0632.The vertical order pertains to the superseded datum. LM0632 LM0632.The Laplace correction was computed from DEFLEC96 derived deflections. LM0632 LM0632.The geoid height was determined by GEOID96. LM0632 LM0632; North East Units Scale Converg. LM0632;SPC CO N - 1,496,846.84 2,602,970.39 sFT 0.99998598 -0 55 30.3 LM0632;SPC CO N - 456,239.830 793,386.963 MT 0.99998598 -0 55 30.3 LM0632;UTM 13 - 4,505,966.021 336,773.735 MT 0.99992794 -1 15 34.7 LM0632 LM0632: Primary Azimuth Mark Grid Az LM0632:SPC CO N - ROAD AZ MK 191 25 39.4 LM0632:UTM 13 - ROAD AZ MK 191 45 43.8 LM0632 LM0632|---------------------------------------------------------------------| LM0632| PID Reference Object Distance Geod. Az | LM0632| dddmmss.s | LM0632| LM0321 J 132 8.507 METERS 17653 | LM0632| ROAD AZ MK 1903009.1 | LM0632| ROAD RM 1 6.261 METERS 26537 | LM0632|---------------------------------------------------------------------| LM0632 LM0632 SUPERSEDED SURVEY CONTROL LM0632 LM0632 NAD 83(1986)- 40 41 18.38005(N) 106 55 54.11704(W) ADJUSTED LM0632 NAD 27 - 40 41 18.47500(N) 106 55 51.93000(W) ADJUSTED LM0632 NGVD 29 - 2187.33 (meters) 7176.3 (feet) LEVELING LM0632 LM0632.Superseded values are not recommended for survey control. LM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0632.See file format.dat to determine how the superseded data were derived. LM0632 LM0632_MARKER: DS = TRIANGULATION STATION DISK LM0632_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE LM0632 LM0632 HISTORY - Date Condition Recov. By LM0632 HISTORY - 1949 MONUMENTED CGS LM0632 HISTORY - 1959 GOOD USGS LM0632 LM0632 STATION DESCRIPTION LM0632 LM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK) LM0632'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY LM0632'129 ABOUT 1.4 MILES SOUTH BY ROAD OF CLARK POST OFFICE AT THE LM0632'WEST FOOT OF A PROMINENT BRUSH-COVERED HILL KNOWN LOCALLY AS LM0632'ROUND MOUNTAIN. THE STATION MARK IS 45 FEET WEST OF THE LM0632'CENTER LINE OF ROAD, 10 FEET WEST OF A WHITE WITNESS POST, LM0632'FLUSH WITH THE GROUND AND STAMPED, ROAD 1949. LM0632' LM0632'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN LM0632'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, ROAD LM0632'1949. LM0632' LM0632'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH LM0632'MARK SET IN A 4 X 4-INCH CONCRETE POST APPROXIMATELY 1 FOOT LM0632'HIGHER THAN THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, LM0632'J 132 1934. LM0632' LM0632'THE AZIMUTH MARK IS LOCATED ABOUT 150 FEET EAST OF THE ROAD, LM0632'30 FEET EAST OF A TELEPHONE LINE, 8 FEET WEST OF A WHITE LM0632'WITNESS POST, PROJECTS 6 INCHES AND STAMPED, ROAD 1949. LM0632' LM0632'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH LM0632'ON STATE HIGHWAY 129 FOR 2.2 MILES TO THE AZIMUTH ON THE LEFT, LM0632'EAST, AS DESCRIBED ABOVE. LM0632' LM0632'TO REACH THE STATION FROM THE CLARK POST OFFICE, GO SOUTH ON LM0632'STATE HIGHWAY 129 FOR 1.4 MILES TO A SLIGHT CURVE IN THE LM0632'HIGHWAY AND THE STATION ON THE RIGHT, WEST, AS DESCRIBED LM0632'ABOVE. LM0632 LM0632 STATION RECOVERY (1959) LM0632 LM0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 LM0632'STATION MARK--STANDARD USC AND GS DISK SET FLUSH WITH GROUND AND LM0632'STAMPED ---ROAD 1949---. LM0632 *********************************************************************** LM0632 DESIGNATION - ROAD LM0632 PID - LM0632 LM0632 STATE/COUNTY- CO/ROUTT LM0632 USGS QUAD - CLARK (1968) LM0632 LM0632 *CURRENT SURVEY CONTROL LM0632 ___________________________________________________________________ LM0632* NAD 83(1992)- 40 41 18.38107(N) 106 55 54.12220(W) ADJUSTED LM0632* NAVD 88 - 2188.64 (+/-2cm) 7180.6 (feet) VERTCON LM0632 ___________________________________________________________________ LM0632 LAPLACE CORR- 8.38 (seconds) DEFLEC96 LM0632 GEOID HEIGHT- -12.26 (meters) GEOID96 LM0632 LM0632 HORZ ORDER - THIRD LM0632 VERT ORDER - THIRD ? (See Below) LM0632 LM0632 LM0632 LM0632.The horizontal coordinates were established by classical geodetic methods LM0632.and adjusted by the National Geodetic Survey in January 1993. LM0632 LM0632.The NAVD 88 height was computed by applying the VERTCON shift value to LM0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LM0632.The vertical order pertains to the superseded datum. LM0632 LM0632.The Laplace correction was computed from DEFLEC96 derived deflections. LM0632 LM0632.The geoid height was determined by GEOID96. LM0632 LM0632; North East Units Scale Converg. LM0632;SPC CO N - 1,496,846.84 2,602,970.39 sFT 0.99998598 -0 55 30.3 LM0632;SPC CO N - 456,239.830 793,386.963 MT 0.99998598 -0 55 30.3 LM0632;UTM 13 - 4,505,966.021 336,773.735 MT 0.99992794 -1 15 34.7 LM0632 LM0632: Primary Azimuth Mark Grid Az LM0632:SPC CO N - ROAD AZ MK 191 25 39.4 LM0632:UTM 13 - ROAD AZ MK 191 45 43.8 LM0632 LM0632|---------------------------------------------------------------------| LM0632| PID Reference Object Distance Geod. Az | LM0632| dddmmss.s | LM0632| LM0321 J 132 8.507 METERS 17653 | LM0632| ROAD AZ MK 1903009.1 | LM0632| ROAD RM 1 6.261 METERS 26537 | LM0632|---------------------------------------------------------------------| LM0632 LM0632 SUPERSEDED SURVEY CONTROL LM0632 LM0632 NAD 83(1986)- 40 41 18.38005(N) 106 55 54.11704(W) ADJUSTED LM0632 NAD 27 - 40 41 18.47500(N) 106 55 51.93000(W) ADJUSTED LM0632 NGVD 29 - 2187.33 (meters) 7176.3 (feet) LEVELING LM0632 LM0632.Superseded values are not recommended for survey control. LM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LM0632.See file format.dat to determine how the superseded data were derived. LM0632 LM0632_MARKER: DS = TRIANGULATION STATION DISK LM0632_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE LM0632 LM0632 HISTORY - Date Condition Recov. By LM0632 HISTORY - 1949 MONUMENTED CGS LM0632 HISTORY - 1959 GOOD USGS LM0632 LM0632 STATION DESCRIPTION LM0632 LM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK) LM0632'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY LM0632'129 ABOUT 1.4 MILES SOUTH BY ROAD OF CLARK POST OFFICE AT THE LM0632'WEST FOOT OF A PROMINENT BRUSH-COVERED HILL KNOWN LOCALLY AS LM0632'ROUND MOUNTAIN. THE STATION MARK IS 45 FEET WEST OF THE LM0632'CENTER LINE OF ROAD, 10 FEET WEST OF A WHITE WITNESS POST, LM0632'FLUSH WITH THE GROUND AND STAMPED, ROAD 1949. LM0632' LM0632'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN LM0632'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, ROAD LM0632'1949. LM0632' LM0632'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH LM0632'MARK SET IN A 4 X 4-INCH CONCRETE POST APPROXIMATELY 1 FOOT LM0632'HIGHER THAN THE STATION MARK, PROJECTS 3 INCHES AND STAMPED, LM0632'J 132 1934. LM0632' LM0632'THE AZIMUTH MARK IS LOCATED ABOUT 150 FEET EAST OF THE ROAD, LM0632'30 FEET EAST OF A TELEPHONE LINE, 8 FEET WEST OF A WHITE LM0632'WITNESS POST, PROJECTS 6 INCHES AND STAMPED, ROAD 1949. LM0632' LM0632'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH LM0632'ON STATE HIGHWAY 129 FOR 2.2 MILES TO THE AZIMUTH ON THE LEFT, LM0632'EAST, AS DESCRIBED ABOVE. LM0632' LM0632'TO REACH THE STATION FROM THE CLARK POST OFFICE, GO SOUTH ON LM0632'STATE HIGHWAY 129 FOR 1.4 MILES TO A SLIGHT CURVE IN THE LM0632'HIGHWAY AND THE STATION ON THE RIGHT, WEST, AS DESCRIBED LM0632'ABOVE. LM0632 LM0632 STATION RECOVERY (1959) LM0632 LM0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 LM0632'STATION MARK--STANDARD USC AND GS DISK SET FLUSH WITH GROUND AND LM0632'STAMPED ---ROAD 1949---.