1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0329 *********************************************************************** RP0329 DESIGNATION - 1401 U RP0329 PID - RP0329 RP0329 STATE/COUNTY- MN/CLAY RP0329 USGS QUAD - DILWORTH (1976) RP0329 RP0329 *CURRENT SURVEY CONTROL RP0329 ___________________________________________________________________ RP0329* NAD 83(1986)- 46 52 33. (N) 096 40 05. (W) SCALED RP0329* NAVD 88 - 277.924 (meters) 911.82 (feet) ADJUSTED RP0329 ___________________________________________________________________ RP0329 GEOID HEIGHT- -26.49 (meters) GEOID99 RP0329 DYNAMIC HT - 277.948 (meters) 911.90 (feet) COMP RP0329 MODELED GRAV- 980,695.2 (mgal) NAVD 88 RP0329 RP0329 VERT ORDER - FIRST CLASS II RP0329 RP0329.The horizontal coordinates were scaled from a topographic map and have RP0329.an estimated accuracy of +/- 6 seconds. RP0329 RP0329.The orthometric height was determined by differential leveling RP0329.and adjusted by the National Geodetic Survey in June 1991. RP0329 RP0329.The geoid height was determined by GEOID99. RP0329 RP0329.The dynamic height is computed by dividing the NAVD 88 RP0329.geopotential number by the normal gravity value computed on the RP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0329.degrees latitude (g = 980.6199 gals.). RP0329 RP0329.The modeled gravity was interpolated from observed gravity values. RP0329 RP0329; North East Units Estimated Accuracy RP0329;SPC MN C - 311,310. 615,700. MT (+/- 180 meters Scaled) RP0329 RP0329 SUPERSEDED SURVEY CONTROL RP0329 RP0329 NGVD 29 (??/??/92) 277.650 (m) 910.92 (f) ADJ UNCH 1 2 RP0329 RP0329.Superseded values are not recommended for survey control. RP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0329.See file dsdata.txt to determine how the superseded data were derived. RP0329 RP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS776940(NAD 83) RP0329_MARKER: DB = BENCH MARK DISK RP0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0329_STAMPING: 1401 U 1965 RP0329_MARK LOGO: MNHD RP0329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0329+STABILITY: SURFACE MOTION RP0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RP0329+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0329 RP0329 HISTORY - Date Condition Report By RP0329 HISTORY - 1965 MONUMENTED MNHD RP0329 HISTORY - 1969 GOOD MNDT RP0329 HISTORY - 1982 GOOD NGS RP0329 HISTORY - 19940809 GOOD MNDT RP0329 RP0329 STATION DESCRIPTION RP0329 RP0329'DESCRIBED BY MN DEPT OF TRANSP 1969 RP0329'1.4 MI E FROM DILWORTH. RP0329'MARK IS LOCATED 0.9 MILES WEST OF WATTS SIDING OF THE NORTHERN PACIFIC RP0329'RAILROAD. MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK RP0329'STAMPED 1401-U 1965, SET IN A PRE-CAST CONCRETE MONUMENT, 98 FEET RP0329'SOUTH OF T.H. 10 EAST BOUND CENTERLINE (STATION 271+98), ON AN RP0329'EAST-WEST POWER LINE, 1 FOOT NORTH OF A STEEL WITNESS POST AND BURIED RP0329'ABOUT 5 INCHES. NW 1/4 SECTION 7, T 139N, R 47W. RP0329 RP0329 STATION RECOVERY (1982) RP0329 RP0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 RP0329'RECOVERED IN GOOD CONDITION. RP0329 RP0329 STATION RECOVERY (1994) RP0329 RP0329'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0329'1.4 MI (2.3 KM) EAST OF DILWORTH, 0.9 MI (1.4 KM) WEST ON TH 10 FROM RP0329'JCT OF TH 10 AND CO RD 11 IN (ABOUT 2 MI (3.2 KM) EAST OF DILWORTH), RP0329'AT TH 10 MP 4.9, 98.0 FT (29.9 M) SOUTH OF EB TH 10 ON LINE WITH AN RP0329'E-W POWERLINE, 3.2 FT (1.0 M) EAST OF FIBER OPTICS PEDESTAL, 1.0 FT RP0329'(0.3 M) NORTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0424 *********************************************************************** RP0424 DESIGNATION - 1480 A RP0424 PID - RP0424 RP0424 STATE/COUNTY- MN/CLAY RP0424 USGS QUAD - FARGO SOUTH (1993) RP0424 RP0424 *CURRENT SURVEY CONTROL RP0424 ___________________________________________________________________ RP0424* NAD 83(1996)- 46 50 48.01164(N) 096 46 02.65888(W) ADJUSTED RP0424* NAVD 88 - 276.135 (meters) 905.95 (feet) ADJUSTED RP0424 ___________________________________________________________________ RP0424 X - -514,993.154 (meters) COMP RP0424 Y - -4,339,859.998 (meters) COMP RP0424 Z - 4,630,305.143 (meters) COMP RP0424 LAPLACE CORR- -2.68 (seconds) DEFLEC99 RP0424 ELLIP HEIGHT- 249.61 (meters) (09/10/03) GPS OBS RP0424 GEOID HEIGHT- -26.43 (meters) GEOID99 RP0424 DYNAMIC HT - 276.157 (meters) 906.03 (feet) COMP RP0424 MODELED GRAV- 980,686.6 (mgal) NAVD 88 RP0424 RP0424 HORZ ORDER - FIRST RP0424 VERT ORDER - SECOND CLASS 0 RP0424 ELLP ORDER - THIRD CLASS I RP0424 RP0424.The horizontal coordinates were established by GPS observations RP0424.and adjusted by the MN DEPT OF TRANSP in September 2003. RP0424 RP0424.The orthometric height was determined by differential leveling RP0424.and adjusted by the National Geodetic Survey in June 1991. RP0424 RP0424.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP0424 RP0424.The Laplace correction was computed from DEFLEC99 derived deflections. RP0424 RP0424.The ellipsoidal height was determined by GPS observations RP0424.and is referenced to NAD 83. RP0424 RP0424.The geoid height was determined by GEOID99. RP0424 RP0424.The dynamic height is computed by dividing the NAVD 88 RP0424.geopotential number by the normal gravity value computed on the RP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0424.degrees latitude (g = 980.6199 gals.). RP0424 RP0424.The modeled gravity was interpolated from observed gravity values. RP0424 RP0424; North East Units Scale Converg. RP0424;SPC MN C - 308,306.089 608,028.819 MT 0.99996191 -1 49 15.8 RP0424;UTM 14 - 5,190,545.273 670,216.546 MT 0.99995612 +1 37 44.9 RP0424 RP0424|---------------------------------------------------------------------| RP0424| PID Reference Object Distance Geod. Az | RP0424| dddmmss.s | RP0424| RP0425 HEAD 58.942 METERS 24307 | RP0424|---------------------------------------------------------------------| RP0424 RP0424 SUPERSEDED SURVEY CONTROL RP0424 RP0424 NAVD 88 (09/10/03) 276.10 (m) 905.8 (f) LEVELING 3 RP0424 NGVD 29 (??/??/92) 275.850 (m) 905.02 (f) ADJ UNCH 2 0 RP0424 RP0424.Superseded values are not recommended for survey control. RP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0424.See file dsdata.txt to determine how the superseded data were derived. RP0424 RP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7021790545(NAD 83) RP0424_MARKER: DB = BENCH MARK DISK RP0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0424_STAMPING: 1480 A 1959 RP0424_MARK LOGO: MNHD RP0424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0424+STABILITY: SURFACE MOTION RP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0424+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0424 RP0424 HISTORY - Date Condition Report By RP0424 HISTORY - 1959 MONUMENTED MNHD RP0424 HISTORY - 1968 GOOD MNDT RP0424 HISTORY - 19930907 GOOD MNDT RP0424 HISTORY - 19940809 GOOD MNDT RP0424 RP0424 STATION DESCRIPTION RP0424 RP0424'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0424'IN MOORHEAD. RP0424'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W NEAR THE RP0424'INTERCHANGE OF T.H. 75 AND F.A.I. 94. MARK IS A STANDARD MINNESOTA RP0424'HIGHWAY DEPARTMENT DISK, STAMPED 1480 A 1959, SET IN A PRE-CAST RP0424'CONCRETE MONUMENT. MARK IS ABOUT 100 FEET EAST OF THE NORTHBOUND T.H. RP0424'75 BRIDGE OVER F.A.I. 94, 100 FEET SOUTH OF THE EASTBOUND CENTERLINE RP0424'OF F.A.I. 94, 1.0 FOOT NORTH OF A STEEL WITNESS POST AND BURIED 2 RP0424'INCHES BELOW GROUND. RP0424 RP0424 STATION RECOVERY (1993) RP0424 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED IN THE RP0424'CITY OF MOORHEAD IN THE NE 1/4 OF SECTION 20, T139N, R48W. THE MARK, RP0424'A DISK SET IN A CONC MON, IS AT THE JCT OF TH 75 AND FAI 94, 100 FT RP0424'(30.5 M) EAST OF THE NB TH 75 BRDG OVER FAI 94, 100 FT (30.5 M) SOUTH RP0424'OF EB FAI 94, AND 1.0 FT (0.3 M) NORTH OF A WIT POST. RECOVERED AND RP0424'DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E. RP0424 RP0424 STATION RECOVERY (1994) RP0424 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0423 *********************************************************************** RP0423 DESIGNATION - 1480 B RP0423 PID - RP0423 RP0423 STATE/COUNTY- MN/CLAY RP0423 USGS QUAD - FARGO SOUTH (1993) RP0423 RP0423 *CURRENT SURVEY CONTROL RP0423 ___________________________________________________________________ RP0423* NAD 83(1986)- 46 50 48. (N) 096 45 52. (W) SCALED RP0423* NAVD 88 - 276.187 (meters) 906.12 (feet) ADJUSTED RP0423 ___________________________________________________________________ RP0423 GEOID HEIGHT- -26.44 (meters) GEOID99 RP0423 DYNAMIC HT - 276.209 (meters) 906.20 (feet) COMP RP0423 MODELED GRAV- 980,686.6 (mgal) NAVD 88 RP0423 RP0423 VERT ORDER - SECOND CLASS 0 RP0423 RP0423.The horizontal coordinates were scaled from a topographic map and have RP0423.an estimated accuracy of +/- 6 seconds. RP0423 RP0423.The orthometric height was determined by differential leveling RP0423.and adjusted by the National Geodetic Survey in June 1991. RP0423 RP0423.The geoid height was determined by GEOID99. RP0423 RP0423.The dynamic height is computed by dividing the NAVD 88 RP0423.geopotential number by the normal gravity value computed on the RP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0423.degrees latitude (g = 980.6199 gals.). RP0423 RP0423.The modeled gravity was interpolated from observed gravity values. RP0423 RP0423; North East Units Estimated Accuracy RP0423;SPC MN C - 308,300. 608,260. MT (+/- 180 meters Scaled) RP0423 RP0423 SUPERSEDED SURVEY CONTROL RP0423 RP0423 NGVD 29 (??/??/92) 275.903 (m) 905.19 (f) ADJ UNCH 2 0 RP0423 RP0423.Superseded values are not recommended for survey control. RP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0423.See file dsdata.txt to determine how the superseded data were derived. RP0423 RP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS704905(NAD 83) RP0423_MARKER: DB = BENCH MARK DISK RP0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0423_STAMPING: 1480 B 1959 RP0423_MARK LOGO: MNHD RP0423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0423+STABILITY: SURFACE MOTION RP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0423+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0423 RP0423 HISTORY - Date Condition Report By RP0423 HISTORY - 1959 MONUMENTED MNHD RP0423 HISTORY - 1968 GOOD MNDT RP0423 HISTORY - 19940809 GOOD MNDT RP0423 RP0423 STATION DESCRIPTION RP0423 RP0423'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0423'IN MOORHEAD. RP0423'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W ABOUT 400 FEET RP0423'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94. MARK IS A STANDARD RP0423'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 B 1959, SET IN A RP0423'PRE-CAST CONCRETE MONUMENT. MARK IS 380 FEET SOUTH OF THE CENTERLINE RP0423'OF EASTBOUND F.A.I. 94, (STA. 336+00) 1.0 FOOT NORTH OF A STEEL RP0423'WITNESS POST, 100 FEET SOUTH OF ENTRANCE RAMP TO EASTBOUND F.A.I. 94 RP0423'FROM T.H. 75, 2.0 FEET NORTH OF R/W FENCE AND PROJECTING 2 INCHES RP0423'ABOVE GROUND. RP0423 RP0423 STATION RECOVERY (1994) RP0423 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0423'IN MOORHEAD, 0.1 MI (0.2 KM) EAST ON EB ENT RAMP TO FAI 94 FROM JCT OF RP0423'TH 75 AND FAI 94 IN MOORHEAD, AT FAI 94 MP 0.5, 105.0 FT (32.0 M) SSE RP0423'OF EB FAI 94 ACCESS RAMP, 128.5 FT (39.2 M) WSW OF T FENCE JCT, 96.0 RP0423'FT (29.3 M) ENE OF HIGH TENSION POLE, 88.7 FT (27.0 M) WSW OF TEL RP0423'CABLE PEDESTAL, 54.6 FT (16.6 M) EAST OF 10 INCH ASH TREE, 29.0 FT RP0423'(8.8 M) SW OF 9 INCH ASH TREE, 2.0 FT (0.6 M) NNW OF R/W FENCE, 1.0 FT RP0423'(0.3 M) NORTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0422 *********************************************************************** RP0422 DESIGNATION - 1480 C RP0422 PID - RP0422 RP0422 STATE/COUNTY- MN/CLAY RP0422 USGS QUAD - FARGO SOUTH (1993) RP0422 RP0422 *CURRENT SURVEY CONTROL RP0422 ___________________________________________________________________ RP0422* NAD 83(1986)- 46 50 48. (N) 096 45 27. (W) SCALED RP0422* NAVD 88 - 276.403 (meters) 906.83 (feet) ADJUSTED RP0422 ___________________________________________________________________ RP0422 GEOID HEIGHT- -26.44 (meters) GEOID99 RP0422 DYNAMIC HT - 276.425 (meters) 906.90 (feet) COMP RP0422 MODELED GRAV- 980,686.6 (mgal) NAVD 88 RP0422 RP0422 VERT ORDER - SECOND CLASS 0 RP0422 RP0422.The horizontal coordinates were scaled from a topographic map and have RP0422.an estimated accuracy of +/- 6 seconds. RP0422 RP0422.The orthometric height was determined by differential leveling RP0422.and adjusted by the National Geodetic Survey in June 1991. RP0422 RP0422.The geoid height was determined by GEOID99. RP0422 RP0422.The dynamic height is computed by dividing the NAVD 88 RP0422.geopotential number by the normal gravity value computed on the RP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0422.degrees latitude (g = 980.6199 gals.). RP0422 RP0422.The modeled gravity was interpolated from observed gravity values. RP0422 RP0422; North East Units Estimated Accuracy RP0422;SPC MN C - 308,280. 608,780. MT (+/- 180 meters Scaled) RP0422 RP0422 SUPERSEDED SURVEY CONTROL RP0422 RP0422 NGVD 29 (??/??/92) 276.119 (m) 905.90 (f) ADJ UNCH 2 0 RP0422 RP0422.Superseded values are not recommended for survey control. RP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0422.See file dsdata.txt to determine how the superseded data were derived. RP0422 RP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS709905(NAD 83) RP0422_MARKER: DB = BENCH MARK DISK RP0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0422_STAMPING: 1480 C 1959 RP0422_MARK LOGO: MNHD RP0422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0422+STABILITY: SURFACE MOTION RP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0422+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1994 RP0422 RP0422 HISTORY - Date Condition Report By RP0422 HISTORY - 1959 MONUMENTED MNHD RP0422 HISTORY - 1968 GOOD MNDT RP0422 HISTORY - 19940815 GOOD MNDT RP0422 RP0422 STATION DESCRIPTION RP0422 RP0422'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0422'IN MOORHEAD. RP0422'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W, ABOUT 0.5 MILE RP0422'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94. MARK IS A STANDARD RP0422'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 C 1959, SET IN A RP0422'PRE-CAST CONCRETE MONUMENT. MARK IS 100 FEET SOUTH OF THE CENTERLINE RP0422'OF EASTBOUND F.A.I. 94 (STA. 357+00) ABOUT 400 FEET EAST OF MILE POST RP0422'NO. 1, 0.5 FOOT SOUTH OF THE R/W FENCE, 1.0 FOOT SOUTH OF A STEEL RP0422'WITNESS POST, ABOUT 75 FEET WEST OF A DEAD END ROAD AND IS FLUSH WITH RP0422'THE GROUND. RP0422 RP0422 STATION RECOVERY (1994) RP0422 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0422'IN MOORHEAD, 0.5 MI (0.8 KM) EAST ALONG FAI 94 FROM JCT OF TH 75 AND RP0422'FAI 94, AT FAI 94 MP 1.05, 100 FT (30.5 M) SOUTH OF EB FAI 94, 75 FT RP0422'(22.9 M) WEST OF DEAD END RD, ABOUT 400 FT (121.9 M) EAST OF MP 1, RP0422'105.2 FT (32.1 M) WEST OF HIGH TENSION POLE, 40.3 FT (12.3 M) WNW OF RP0422'NORTH POLE OF BILLBOARD SIGN, 0.5 FT (15.2 CM) SOUTH OF R/W FENCE, 1.1 RP0422'FT (0.3 M) SOUTH OF WIT POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0421 *********************************************************************** RP0421 DESIGNATION - 1480 G RP0421 PID - RP0421 RP0421 STATE/COUNTY- MN/CLAY RP0421 USGS QUAD - SABIN (1976) RP0421 RP0421 *CURRENT SURVEY CONTROL RP0421 ___________________________________________________________________ RP0421* NAD 83(1986)- 46 50 49. (N) 096 44 49. (W) SCALED RP0421* NAVD 88 - 278.524 (meters) 913.79 (feet) ADJUSTED RP0421 ___________________________________________________________________ RP0421 GEOID HEIGHT- -26.45 (meters) GEOID99 RP0421 DYNAMIC HT - 278.546 (meters) 913.86 (feet) COMP RP0421 MODELED GRAV- 980,686.9 (mgal) NAVD 88 RP0421 RP0421 VERT ORDER - SECOND CLASS 0 RP0421 RP0421.The horizontal coordinates were scaled from a topographic map and have RP0421.an estimated accuracy of +/- 6 seconds. RP0421 RP0421.The orthometric height was determined by differential leveling RP0421.and adjusted by the National Geodetic Survey in June 1991. RP0421 RP0421.The geoid height was determined by GEOID99. RP0421 RP0421.The dynamic height is computed by dividing the NAVD 88 RP0421.geopotential number by the normal gravity value computed on the RP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0421.degrees latitude (g = 980.6199 gals.). RP0421 RP0421.The modeled gravity was interpolated from observed gravity values. RP0421 RP0421; North East Units Estimated Accuracy RP0421;SPC MN C - 308,290. 609,590. MT (+/- 180 meters Scaled) RP0421 RP0421 SUPERSEDED SURVEY CONTROL RP0421 RP0421 NGVD 29 (??/??/92) 278.241 (m) 912.86 (f) ADJ UNCH 2 0 RP0421 RP0421.Superseded values are not recommended for survey control. RP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0421.See file dsdata.txt to determine how the superseded data were derived. RP0421 RP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717906(NAD 83) RP0421_MARKER: DB = BENCH MARK DISK RP0421_SETTING: 38 = BRIDGE ABUTMENT RP0421_STAMPING: 1480 G 1968 RP0421_MARK LOGO: MNHD RP0421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0421+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1994 RP0421 RP0421 HISTORY - Date Condition Report By RP0421 HISTORY - 1968 MONUMENTED MNHD RP0421 HISTORY - 19940815 GOOD MNDT RP0421 RP0421 STATION DESCRIPTION RP0421 RP0421'DESCRIBED BY MN HIGHWAY DEPT 1968 RP0421'IN MOORHEAD. RP0421'MARK IS LOCATED IN THE NE 1/4, SECTION 21, T139N, R48W ABOUT 1.0 MILE RP0421'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94 AT THE GREAT NORTHERN RP0421'RAILROAD BRIDGE OVER F.A.I. 94. MARK IS A STANDARD MINNESOTA HIGHWAY RP0421'DEPARTMENT DISK, STAMPED 1480 G 1968, SET IN THE SOUTHEAST CORNER RP0421'ABUTMENT OF THE GREAT NORTHERN RAILROAD BRIDGE OVER F.A.I. 94 (STA. RP0421'383+70) (BRIDGE NO. 9477). RP0421 RP0421 STATION RECOVERY (1994) RP0421 RP0421'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0421'IN MOORHEAD, IN ABUT AT SE COR OF RR BRDG NO 9477 OVER FAI 94, 1.0 MI RP0421'(1.6 KM) EAST ALONG FAI 94 FROM JCT OF TH 75 AND FAI 94, 9.0 FT (2.7 RP0421'M) EAST OF EAST RAIL OF RR TRACKS, 3.5 FT (1.1 M) NW OF END OF R/W RP0421'FENCE POST, 2.8 FT (0.9 M) SE OF RR MP 41.0 SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0427 *********************************************************************** RP0427 DESIGNATION - 1480 J RP0427 PID - RP0427 RP0427 STATE/COUNTY- MN/CLAY RP0427 USGS QUAD - FARGO SOUTH (1993) RP0427 RP0427 *CURRENT SURVEY CONTROL RP0427 ___________________________________________________________________ RP0427* NAD 83(1986)- 46 50 48. (N) 096 46 04. (W) SCALED RP0427* NAVD 88 - 281.646 (meters) 924.03 (feet) ADJUSTED RP0427 ___________________________________________________________________ RP0427 GEOID HEIGHT- -26.43 (meters) GEOID99 RP0427 DYNAMIC HT - 281.669 (meters) 924.11 (feet) COMP RP0427 MODELED GRAV- 980,686.6 (mgal) NAVD 88 RP0427 RP0427 VERT ORDER - SECOND CLASS 0 RP0427 RP0427.The horizontal coordinates were scaled from a topographic map and have RP0427.an estimated accuracy of +/- 6 seconds. RP0427 RP0427.The orthometric height was determined by differential leveling RP0427.and adjusted by the National Geodetic Survey in June 1991. RP0427 RP0427.The geoid height was determined by GEOID99. RP0427 RP0427.The dynamic height is computed by dividing the NAVD 88 RP0427.geopotential number by the normal gravity value computed on the RP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0427.degrees latitude (g = 980.6199 gals.). RP0427 RP0427.The modeled gravity was interpolated from observed gravity values. RP0427 RP0427; North East Units Estimated Accuracy RP0427;SPC MN C - 308,310. 608,000. MT (+/- 180 meters Scaled) RP0427 RP0427 SUPERSEDED SURVEY CONTROL RP0427 RP0427 NGVD 29 (??/??/92) 281.361 (m) 923.10 (f) ADJ UNCH 2 0 RP0427 RP0427.Superseded values are not recommended for survey control. RP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0427.See file dsdata.txt to determine how the superseded data were derived. RP0427 RP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS701905(NAD 83) RP0427_MARKER: DB = BENCH MARK DISK RP0427_SETTING: 38 = BRIDGE ABUTMENT RP0427_STAMPING: 1480 J 1968 RP0427_MARK LOGO: MNHD RP0427_MAGNETIC: N = NO MAGNETIC MATERIAL RP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RP0427+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0427 RP0427 HISTORY - Date Condition Report By RP0427 HISTORY - 1968 MONUMENTED MNHD RP0427 HISTORY - 19940809 GOOD MNDT RP0427 RP0427 STATION DESCRIPTION RP0427 RP0427'DESCRIBED BY MN HIGHWAY DEPT 1968 RP0427'IN MOORHEAD. RP0427'MARK IS LOCATED IN THE NW 1/4, SECTION 20, T139N, R48W AT THE RP0427'INTERCHANGE OF T.H. 75 AND F.A.I. 94. MARK IS A STANDARD MINNESOTA RP0427'HIGHWAY DEPARTMENT DISK, STAMPED 1480 J 1968, SET IN THE SOUTHEAST RP0427'CORNER OF SOUTH BOUND T.H. 75 BRIDGE ABUTMENT (NO. 9475). RP0427 RP0427 STATION RECOVERY (1994) RP0427 RP0427'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0427'IN MOORHEAD, IN ABUT AT SE COR OF SB TH 75 BRDG NO 9475 OVER FAI 94, RP0427'AT JCT OF FAI 94 AND TH 75, AT TH 75 MP 248.35, 19.3 FT (5.9 M) EAST RP0427'OF SB TH 75, 2.7 FT (0.8 M) EAST OF BACK OF GUARDRAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0413 *********************************************************************** RP0413 DESIGNATION - 1480 L RP0413 PID - RP0413 RP0413 STATE/COUNTY- MN/CLAY RP0413 USGS QUAD - SABIN (1976) RP0413 RP0413 *CURRENT SURVEY CONTROL RP0413 ___________________________________________________________________ RP0413* NAD 83(1986)- 46 50 45. (N) 096 39 05. (W) SCALED RP0413* NAVD 88 - 286.539 (meters) 940.09 (feet) ADJUSTED RP0413 ___________________________________________________________________ RP0413 GEOID HEIGHT- -26.53 (meters) GEOID99 RP0413 DYNAMIC HT - 286.563 (meters) 940.17 (feet) COMP RP0413 MODELED GRAV- 980,687.2 (mgal) NAVD 88 RP0413 RP0413 VERT ORDER - SECOND CLASS 0 RP0413 RP0413.The horizontal coordinates were scaled from a topographic map and have RP0413.an estimated accuracy of +/- 6 seconds. RP0413 RP0413.The orthometric height was determined by differential leveling RP0413.and adjusted by the National Geodetic Survey in June 1991. RP0413 RP0413.The geoid height was determined by GEOID99. RP0413 RP0413.The dynamic height is computed by dividing the NAVD 88 RP0413.geopotential number by the normal gravity value computed on the RP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0413.degrees latitude (g = 980.6199 gals.). RP0413 RP0413.The modeled gravity was interpolated from observed gravity values. RP0413 RP0413; North East Units Estimated Accuracy RP0413;SPC MN C - 307,940. 616,870. MT (+/- 180 meters Scaled) RP0413 RP0413 SUPERSEDED SURVEY CONTROL RP0413 RP0413 NGVD 29 (??/??/92) 286.264 (m) 939.18 (f) ADJ UNCH 2 0 RP0413 RP0413.Superseded values are not recommended for survey control. RP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0413.See file dsdata.txt to determine how the superseded data were derived. RP0413 RP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS790907(NAD 83) RP0413_MARKER: DB = BENCH MARK DISK RP0413_SETTING: 38 = BRIDGE ABUTMENT RP0413_STAMPING: 1480 L 1968 RP0413_MARK LOGO: MNHD RP0413_MAGNETIC: N = NO MAGNETIC MATERIAL RP0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0413+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0413 RP0413 HISTORY - Date Condition Report By RP0413 HISTORY - 1968 MONUMENTED MNHD RP0413 HISTORY - 19940809 GOOD MNDT RP0413 RP0413 STATION DESCRIPTION RP0413 RP0413'DESCRIBED BY MN HIGHWAY DEPT 1968 RP0413'4.0 MI E FROM MOORHEAD. RP0413'MARK IS LOCATED IN THE NW 1/4, SECTION 20, T 139N, R 47W AT THE RP0413'INTERCHANGE OF COUNTY ROAD NO. 11 AND F.A.I. 94. MARK IS A STANDARD RP0413'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 L 1968, SET IN THE RP0413'SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 14801). RP0413 RP0413 STATION RECOVERY (1994) RP0413 RP0413'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0413'4 MI (6.4 KM) EAST OF MOORHEAD, IN ABUT AT SE COR OF FAI 94 BRDG NO RP0413'14801 UNDER CO RD 11, AT JCT OF FAI 94 AND CO RD 11, AT FAI 94 MP 6.1, RP0413'19.6 FT (6.0 M) EAST OF CO RD 11, 3.2 FT (1.0 M) EAST OF BACK OF RP0413'GUARDRAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0426 *********************************************************************** RP0426 DESIGNATION - HEAD RM 1 RP0426 PID - RP0426 RP0426 STATE/COUNTY- MN/CLAY RP0426 USGS QUAD - FARGO SOUTH (1993) RP0426 RP0426 *CURRENT SURVEY CONTROL RP0426 ___________________________________________________________________ RP0426* NAD 83(1986)- 46 50 46. (N) 096 46 04. (W) SCALED RP0426* NAVD 88 - 280.938 (meters) 921.71 (feet) ADJUSTED RP0426 ___________________________________________________________________ RP0426 GEOID HEIGHT- -26.43 (meters) GEOID99 RP0426 DYNAMIC HT - 280.961 (meters) 921.79 (feet) COMP RP0426 MODELED GRAV- 980,686.5 (mgal) NAVD 88 RP0426 RP0426 VERT ORDER - SECOND CLASS 0 RP0426 RP0426.The horizontal coordinates were scaled from a topographic map and have RP0426.an estimated accuracy of +/- 6 seconds. RP0426 RP0426.The orthometric height was determined by differential leveling RP0426.and adjusted by the National Geodetic Survey in June 1991. RP0426 RP0426.The geoid height was determined by GEOID99. RP0426 RP0426.The dynamic height is computed by dividing the NAVD 88 RP0426.geopotential number by the normal gravity value computed on the RP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0426.degrees latitude (g = 980.6199 gals.). RP0426 RP0426.The modeled gravity was interpolated from observed gravity values. RP0426 RP0426; North East Units Estimated Accuracy RP0426;SPC MN C - 308,250. 608,000. MT (+/- 180 meters Scaled) RP0426 RP0426 SUPERSEDED SURVEY CONTROL RP0426 RP0426 NGVD 29 (??/??/92) 280.654 (m) 920.78 (f) ADJ UNCH 2 0 RP0426 RP0426.Superseded values are not recommended for survey control. RP0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0426.See file dsdata.txt to determine how the superseded data were derived. RP0426 RP0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS701904(NAD 83) RP0426_MARKER: DR = REFERENCE MARK DISK RP0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0426_STAMPING: HEAD NO 1 1961 RP0426_MARK LOGO: MNDT RP0426_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0426+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993 RP0426 RP0426 HISTORY - Date Condition Report By RP0426 HISTORY - 1961 MONUMENTED MNDT RP0426 HISTORY - 1968 GOOD MNDT RP0426 HISTORY - 19930907 GOOD MNDT RP0426 RP0426 STATION DESCRIPTION RP0426 RP0426'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0426'IN MOORHEAD. RP0426'MARK IS LOCATED AT THE INTERCHANGE OF T.H. 75 AND F.A.I. 94. MARK IS RP0426'A STANDARD MHD DISK STAMPED HEAD NO. 1 1961 SET IN A 12 INCH ROUND RP0426'CONCRETE MONUMENT. MARK IS 25 FT. WEST OF THE CENTERLINE OF RP0426'SOUTHBOUND T.H. 75, 59.4 FT. EAST OF TRAVERSE STATION HEAD (MHD) 1961, RP0426'109.5 FT. SOUTH OF THE SW CORNER OF BRIDGE NO. 9475 AND PROJECTING 2 RP0426'INCHES ABOVE THE GROUND. NEAR CENTER SECTION 20, T139N, R48W. RP0426 RP0426 STATION RECOVERY (1993) RP0426 RP0426'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP0426'THE STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY RP0426'DESCRIBED. THE CHAINED DISTANCE BETWEEN THE STATION AND RM 1 WAS RP0426'GREATER BY 0.05 FT (1.52 CM) THEN PREVIOUSLY RECORDED. RECOVERY NOTE RP0426'BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0712 *********************************************************************** RP0712 DESIGNATION - K 376 RP0712 PID - RP0712 RP0712 STATE/COUNTY- MN/CLAY RP0712 USGS QUAD - SABIN (1976) RP0712 RP0712 *CURRENT SURVEY CONTROL RP0712 ___________________________________________________________________ RP0712* NAD 83(1986)- 46 50 50. (N) 096 44 49. (W) SCALED RP0712* NAVD 88 - 274.152 (meters) 899.45 (feet) ADJUSTED RP0712 ___________________________________________________________________ RP0712 GEOID HEIGHT- -26.45 (meters) GEOID99 RP0712 DYNAMIC HT - 274.174 (meters) 899.52 (feet) COMP RP0712 MODELED GRAV- 980,687.0 (mgal) NAVD 88 RP0712 RP0712 VERT ORDER - FIRST CLASS II RP0712 RP0712.The horizontal coordinates were scaled from a topographic map and have RP0712.an estimated accuracy of +/- 6 seconds. RP0712 RP0712.The orthometric height was determined by differential leveling RP0712.and adjusted by the National Geodetic Survey in June 1991. RP0712 RP0712.The geoid height was determined by GEOID99. RP0712 RP0712.The dynamic height is computed by dividing the NAVD 88 RP0712.geopotential number by the normal gravity value computed on the RP0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0712.degrees latitude (g = 980.6199 gals.). RP0712 RP0712.The modeled gravity was interpolated from observed gravity values. RP0712 RP0712; North East Units Estimated Accuracy RP0712;SPC MN C - 308,320. 609,590. MT (+/- 180 meters Scaled) RP0712 RP0712 SUPERSEDED SURVEY CONTROL RP0712 RP0712.No superseded survey control is available for this station. RP0712 RP0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717906(NAD 83) RP0712_MARKER: DV = VERTICAL CONTROL DISK RP0712_SETTING: 38 = BRIDGE PIER RP0712_STAMPING: K 376 1982 RP0712_MARK LOGO: NGS RP0712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET RP0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RP0712+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1994 RP0712 RP0712 HISTORY - Date Condition Report By RP0712 HISTORY - 1982 MONUMENTED NGS RP0712 HISTORY - 19900724 GOOD NGS RP0712 HISTORY - 19940815 GOOD MNDT RP0712 RP0712 STATION DESCRIPTION RP0712 RP0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0712'2.4 KM (1.5 MI) EAST FROM MOORHEAD. RP0712'2.4 KM (1.5 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE WEST END OF RP0712'THE RED RIVER BRIDGE AT THE NORTH DAKOTA-MINNESOTA STATE LINE, AT THE RP0712'BURLINGTON NORTHERN RAILROAD OVERPASS, SET VERTICALLY IN THE EAST FACE RP0712'OF THE EASTERNMOST ONE OF TWO PIERS SUPPORTING THE OVERPASS ON THE RP0712'SOUTH SIDE OF THE EASTBOUND LANES OF THE HIGHWAY, 7.3 METERS (24.0 FT) RP0712'SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND. RP0712'THE MARK IS 1.4 M ABOVE GROUND. RP0712 RP0712 STATION RECOVERY (1990) RP0712 RP0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 RP0712'RECOVERED IN GOOD CONDITION. RP0712 RP0712 STATION RECOVERY (1994) RP0712 RP0712'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0712'RECOVERED IN GOOD CONDITION AS DESCRIBED AND IS AT FAI 94 MP 1.55. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP1103 *********************************************************************** RP1103 DESIGNATION - KRAGNES RP1103 PID - RP1103 RP1103 STATE/COUNTY- MN/CLAY RP1103 USGS QUAD - FARGO NORTH (1993) RP1103 RP1103 *CURRENT SURVEY CONTROL RP1103 ___________________________________________________________________ RP1103* NAD 83(1996)- 46 57 50.74517(N) 096 47 19.50966(W) ADJUSTED RP1103* NAVD 88 - 272.0 (meters) 892. (feet) GPS OBS RP1103 ___________________________________________________________________ RP1103 X - -515,482.892 (meters) COMP RP1103 Y - -4,330,199.152 (meters) COMP RP1103 Z - 4,639,221.266 (meters) COMP RP1103 LAPLACE CORR- -2.33 (seconds) DEFLEC99 RP1103 ELLIP HEIGHT- 245.68 (meters) (09/10/03) GPS OBS RP1103 GEOID HEIGHT- -26.25 (meters) GEOID99 RP1103 RP1103 HORZ ORDER - FIRST RP1103 ELLP ORDER - THIRD CLASS I RP1103 RP1103.The horizontal coordinates were established by GPS observations RP1103.and adjusted by the MN DEPT OF TRANSP in September 2003. RP1103 RP1103.The orthometric height was determined by GPS observations and a RP1103.high-resolution geoid model. RP1103 RP1103.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP1103 RP1103.The Laplace correction was computed from DEFLEC99 derived deflections. RP1103 RP1103.The ellipsoidal height was determined by GPS observations RP1103.and is referenced to NAD 83. RP1103 RP1103.The geoid height was determined by GEOID99. RP1103 RP1103; North East Units Scale Converg. RP1103;SPC MN C - 321,405.103 606,819.812 MT 0.99998236 -1 50 11.4 RP1103;SPC ND S - 150,889.147 882,329.194 MT 0.99993840 +2 42 24.9 RP1103;UTM 14 - 5,203,547.478 668,221.125 MT 0.99994781 +1 36 59.9 RP1103 RP1103: Primary Azimuth Mark Grid Az RP1103:SPC MN C - KRAGNES AZ MK 184 11 14.9 RP1103:SPC ND S - KRAGNES AZ MK 179 38 38.6 RP1103:UTM 14 - KRAGNES AZ MK 180 44 03.6 RP1103 RP1103|---------------------------------------------------------------------| RP1103| PID Reference Object Distance Geod. Az | RP1103| dddmmss.s | RP1103| RP1099 KRAGNES FARMERS ELEVATOR VENT APPROX. 3.8 KM 0472808.2 | RP1103| CP4111 KRAGNES RM 1 45.556 METERS 17947 | RP1103| CP4110 KRAGNES AZ MK 1822103.5 | RP1103| CP4112 KRAGNES RM 2 30.504 METERS 26518 | RP1103| RP1134 HARWOOD FARMER ELEV MID LT ROD APPROX. 7.1 KM 2833856.7 | RP1103| RP1136 HARWOOD MINNKOTA PWR RAD MAST APPROX. 7.3 KM 2854526.5 | RP1103|---------------------------------------------------------------------| RP1103 RP1103 SUPERSEDED SURVEY CONTROL RP1103 RP1103 NAD 83(1996)- 46 57 50.74670(N) 096 47 19.50873(W) AD( ) 1 RP1103 NAD 83(1996)- 46 57 50.74671(N) 096 47 19.50872(W) AD( ) 1 RP1103 NAD 83(1986)- 46 57 50.74566(N) 096 47 19.50069(W) AD( ) 1 RP1103 NAD 27 - 46 57 50.87500(N) 096 47 18.21600(W) AD( ) 1 RP1103 RP1103.Superseded values are not recommended for survey control. RP1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP1103.See file dsdata.txt to determine how the superseded data were derived. RP1103 RP1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6822103547(NAD 83) RP1103_MARKER: DH = HORIZONTAL CONTROL DISK RP1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP1103_STAMPING: KRAGNES 1954 RP1103_MARK LOGO: CGS RP1103_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP1103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP1103+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993 RP1103 RP1103 HISTORY - Date Condition Report By RP1103 HISTORY - 1954 MONUMENTED CGS RP1103 HISTORY - 1963 GOOD CGS RP1103 HISTORY - 19930908 GOOD MNDT RP1103 RP1103 STATION DESCRIPTION RP1103 RP1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS) RP1103'THE STATION IS LOCATED NEAR THE CENTER OF THE SOUTH SIDE OF RP1103'SEC. 6 T. 140 N., R. 48 W., ABOUT 6 MILES, AIRLINE, NORTH OF RP1103'MOORHEAD, ABOUT 2.5 MILES SOUTHWEST OF THE TOWN OF KRAGNES, RP1103'AND ABOUT 1/2 MILE EAST OF THE RED RIVER AND STATE LINE, ON RP1103'LAND OWNED BY MR. ED. HUHNKE. RP1103' RP1103'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 75, AT THE RP1103'EAST EDGE OF MOORHEAD--GO NORTH ON HIGHWAY 75 FOR 6.0 MILES RP1103'TO CROSSROADS, TURN LEFT AND GO WEST FOR 2.0 MILES TO CROSSROADS RP1103'AND STATION ON RIGHT. RP1103' RP1103'THE STATION MARK, ABOUT 0.05 MILE NORTH OF THE CROSSROAD RP1103'IS IN THE RIGHT-OF-WAY FENCE-LINE, 50 FEET EAST OF THE CENTER RP1103'OF A GRAVEL ROAD, 9 FEET SOUTH OF A WHITE WITNESS POST, AND RP1103'PROJECTS 1 INCH. THE DISK IS STAMPED KRAGNES 1954. RP1103' RP1103'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 50 FEET EAST OF RP1103'THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A TELEPHONE RP1103'POLE, AND PROJECTS 3 INCHES. THE DISK IS STAMPED KRAGNES RP1103'NO 1 1954. RP1103' RP1103'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 50 FEET WEST OF THE RP1103'CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, RP1103'AND PROJECTS 4 INCHES. THE DISK IS STAMPED KRAGNES NO 2 1954. RP1103' RP1103'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILES SOUTH, IS 50 FEET RP1103'WEST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A TELEPHONE RP1103'POLE, 2 FEET NORTH OF A WHITE WITNESS POST, AND PROJECTS 4 RP1103'INCHES. THE DISK IS STAMPED KRAGNES 1954. RP1103' RP1103'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. RP1103 RP1103 STATION RECOVERY (1963) RP1103 RP1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT) RP1103'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH RP1103'MARK WERE RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION. RP1103' RP1103'NOTE. THE GRAVEL ROAD MENTIONED IN THE DESCRIPTION IS NOW RP1103'PAVED. RP1103 RP1103 STATION RECOVERY (1993) RP1103 RP1103'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP1103'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION. THE RP1103'CHAINED DISTANCES BETWEEN THE STATION AND RM 2 WAS LESS BY 0.36 FT RP1103'(10.97 CM) THEN PREVIOUSLY RECORDED. THE DISTANCE BETWEEN THE STATION RP1103'AND RM 1 COULD NOT BE CHECKED AT THIS TIME AS TREES WERE ON LINE. THE RP1103'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SW OF THE TOWN OF KRAGNES IN RP1103'THE SH OF SECTION 6, T140N, R48W. TO REACH THE STATION FROM THE JCT RP1103'OF TH 10 AND TH 75 IN MOORHEAD, GO NORTH FOR 6.0 MI (9.7 KM) ON TH 75, RP1103'THEN GO WEST FOR 2.0 MI (3.2 KM) ON CO RD 94, THEN GO NORTH FOR 0.05 RP1103'MI (0.08 KM) ON CO RD 1 AND THE STATION ON THE RIGHT. THE MARK, A RP1103'DISK SET IN A CONC MON, IS LOCATED 50 FT (15.2 M) EAST OF A CO RD 1, RP1103'91.8 FT (28.0 M) SOUTH OF A CABLE MARKER, 116 FT (35.4 M) SOUTH OF A RP1103'DRIVEWAY, 16.2 FT (4.9 M) NORTH OF A P-POLE, 2.0 FT (0.6 M) EAST OF A RP1103'FENCE, 9.0 FT (2.7 M) SOUTH OF A WIT POST, 149.46 FT (45.56 M) NORTH RP1103'OF RM 1, AND 99.72 FT (30.39 M) EAST OF RM 2. RECOVERED AND DESCRIBED RP1103'BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 AB9909 *********************************************************************** AB9909 CBN - This is a Cooperative Base Network Control Station. AB9909 DESIGNATION - KVOX AB9909 PID - AB9909 AB9909 STATE/COUNTY- MN/CLAY AB9909 USGS QUAD - FARGO SOUTH (1993) AB9909 AB9909 *CURRENT SURVEY CONTROL AB9909 ___________________________________________________________________ AB9909* NAD 83(1996)- 46 49 05.29753(N) 096 46 42.58192(W) ADJUSTED AB9909* NAVD 88 - 276.8 (meters) 908. (feet) GPS OBS AB9909 ___________________________________________________________________ AB9909 X - -516,106.248 (meters) COMP AB9909 Y - -4,342,057.970 (meters) COMP AB9909 Z - 4,628,135.594 (meters) COMP AB9909 LAPLACE CORR- -2.10 (seconds) DEFLEC99 AB9909 ELLIP HEIGHT- 250.26 (meters) (01/15/97) GPS OBS AB9909 GEOID HEIGHT- -26.44 (meters) GEOID99 AB9909 AB9909 HORZ ORDER - B AB9909 ELLP ORDER - FOURTH CLASS I AB9909 AB9909.The horizontal coordinates were established by GPS observations AB9909.and adjusted by the National Geodetic Survey in January 1997. AB9909 AB9909.The orthometric height was determined by GPS observations and a AB9909.high-resolution geoid model. AB9909 AB9909.Photographs are available for this station. AB9909 AB9909.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9909 AB9909.The Laplace correction was computed from DEFLEC99 derived deflections. AB9909 AB9909.The ellipsoidal height was determined by GPS observations AB9909.and is referenced to NAD 83. AB9909 AB9909.The geoid height was determined by GEOID99. AB9909 AB9909; North East Units Scale Converg. AB9909;SPC MN C - 305,162.971 607,082.196 MT 0.99995758 -1 49 44.7 AB9909;UTM 14 - 5,187,350.906 669,460.774 MT 0.99995297 +1 37 13.0 AB9909 AB9909 SUPERSEDED SURVEY CONTROL AB9909 AB9909.No superseded survey control is available for this station. AB9909 AB9909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6946187351(NAD 83) AB9909_MARKER: DD = SURVEY DISK AB9909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB9909_STAMPING: KVOX 1993 AB9909_MARK LOGO: MNDT AB9909_PROJECTION: FLUSH AB9909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9909+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 AB9909_ROD/PIPE-DEPTH: 15.2 meters AB9909 AB9909 HISTORY - Date Condition Report By AB9909 HISTORY - 1993 MONUMENTED MNDT AB9909 HISTORY - 19940713 GOOD MNDT AB9909 HISTORY - 19961118 GOOD NGS AB9909 HISTORY - 200111 GOOD MNDT AB9909 HISTORY - 20020710 GOOD NGS AB9909 AB9909 STATION DESCRIPTION AB9909 AB9909'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AB9909'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF MOORHEAD AB9909'IN THE NE 1/4 OF SECTION 31, T139N, R48W. TO REACH THE MARK FROM THE AB9909'JCT OF FAI 94 AND TH 75 IN MOORHEAD, GO SOUTH FOR 1.95 MI (3.14 KM) ON AB9909'TH 75, THEN GO WEST FOR 0.5 MI (0.8 KM) WEST ON A TWP RD. THE MARK, A AB9909'DISK SET ON A DRIVEN ALUMINUM ROD, IS 22.5 FT (6.9 M) WEST OF A TWP AB9909'RD, 71.5 FT (21.8 M) SOUTH OF A TWP RD, 15 FT (4.6 M) NORTH OF AN ENT, AB9909'124.2 FT (37.9 M) SW OF A P-POLE, AND 7.9 FT (2.4 M) SOUTH OF A WIT AB9909'POST. DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E. AB9909 AB9909 STATION RECOVERY (1994) AB9909 AB9909'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) AB9909'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AB9909'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF MOORHEAD IN THE NE AB9909'1/4 OF SECTION 31, T139N, R48W. TO REACH THE MARK FROM THE JCT OF FAI AB9909'94 AND TH 75, GO SOUTH FOR 1.95 MI (3.14 KM) ON TH 75, THEN GO WEST AB9909'FOR 0.5 MI (0.8 KM) ON A TWP RD TO THE MARK ON THE LEFT. THE MARK, A AB9909'DISK SET ON A 50 FT (15.2 M) DRIVEN ALUMINUM ROD, IS 71.5 FT (21.8 M) AB9909'SOUTH OF A TWP RD, 22.5 FT (6.9 M) WEST OF A TWP RD, 15.0 FT (4.6 M) AB9909'NORTH OF AN ENT, 124.2 FT (37.9 M) SW OF A P-POLE, AND 7.9 FT (2.4 M) AB9909'SOUTH OF A WIT POST. RECOVERED AND DESCRIBED BY DAVID K. HERDER, AB9909'TYPED BY M.P.P. AB9909 AB9909 STATION RECOVERY (1996) AB9909 AB9909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS) AB9909'RECOVERED AS DESCRIBED. AB9909 AB9909 STATION RECOVERY (2001) AB9909 AB9909'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AB9909'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF MOORHEAD IN THE AB9909'NE1/4 OF SECTION 31, T139N, R48W. TO REACH THE MARK FROM THE JCT OF AB9909'FAI94 AND TH 75, GO SOUTH FOR 1.95 MI (3.14 KM) ON TH 75 TO 50TH AVE AB9909'S, AB9909'THEN GO WESTFOR 0.5 MI (0.8 KM) TO A CROSS ROADS WITH 3RD STREET AB9909'SOUTH AND THE MARK ON THE LEFT AT THE SW CORNER OF THE AB9909'INTERSECTION. THE MARK, ADISK SET ON A 50 FT (15.2 M) DRIVEN AB9909'ALUMINUM ROD, IS 71.5 FT (21.8 M)SOUTH OF 50TH AVENUE SOUTH, 22.5 FT AB9909'(6.9 M) WEST OF 3RD ST SOUTH, 15.0 FT (4.6 M)NORTH OF AN ENT, 124.2 FT AB9909'(37.9 M) SW OF A P-POLE, AND 7.9 FT (2.4 M)SOUTH OF A WIT POST AB9909' AB9909' AB9909 AB9909 STATION RECOVERY (2002) AB9909 AB9909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DBH) AB9909'RECOVERED IN GOOD CONDITION. SIGN IS MISSING FROM WITNESS POST. AB9909' 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP1063 *********************************************************************** RP1063 DESIGNATION - LYN RP1063 PID - RP1063 RP1063 STATE/COUNTY- MN/CLAY RP1063 USGS QUAD - SABIN (1976) RP1063 RP1063 *CURRENT SURVEY CONTROL RP1063 ___________________________________________________________________ RP1063* NAD 83(1996)- 46 50 00.79605(N) 096 38 11.88518(W) ADJUSTED RP1063* NAVD 88 - 281.6 (meters) 924. (feet) GPS OBS RP1063 ___________________________________________________________________ RP1063 X - -505,209.979 (meters) COMP RP1063 Y - -4,342,084.224 (meters) COMP RP1063 Z - 4,629,311.700 (meters) COMP RP1063 LAPLACE CORR- -2.62 (seconds) DEFLEC99 RP1063 ELLIP HEIGHT- 255.00 (meters) (09/10/03) GPS OBS RP1063 GEOID HEIGHT- -26.54 (meters) GEOID99 RP1063 RP1063 HORZ ORDER - FIRST RP1063 ELLP ORDER - THIRD CLASS I RP1063 RP1063.The horizontal coordinates were established by GPS observations RP1063.and adjusted by the MN DEPT OF TRANSP in September 2003. RP1063 RP1063.The orthometric height was determined by GPS observations and a RP1063.high-resolution geoid model. RP1063 RP1063.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP1063 RP1063.The Laplace correction was computed from DEFLEC99 derived deflections. RP1063 RP1063.The ellipsoidal height was determined by GPS observations RP1063.and is referenced to NAD 83. RP1063 RP1063.The geoid height was determined by GEOID99. RP1063 RP1063; North East Units Scale Converg. RP1063;SPC MN C - 306,540.071 617,954.030 MT 0.99995989 -1 43 35.3 RP1063;UTM 14 - 5,189,379.788 680,230.219 MT 0.99999926 +1 43 27.2 RP1063 RP1063: Primary Azimuth Mark Grid Az RP1063:SPC MN C - LYN AZ MK 094 02 45.3 RP1063:UTM 14 - LYN AZ MK 090 35 42.8 RP1063 RP1063|---------------------------------------------------------------------| RP1063| PID Reference Object Distance Geod. Az | RP1063| dddmmss.s | RP1063| CP4231 LYN AZ MK 0921910.0 | RP1063| CP4232 LYN RM 1 21.787 METERS 18011 | RP1063| CP4233 LYN RM 2 22.156 METERS 27117 | RP1063|---------------------------------------------------------------------| RP1063 RP1063 SUPERSEDED SURVEY CONTROL RP1063 RP1063 NAD 83(1996)- 46 50 00.79195(N) 096 38 11.88923(W) AD( ) 2 RP1063 NAD 83(1996)- 46 50 00.79192(N) 096 38 11.88875(W) AD( ) 2 RP1063 NAD 83(1986)- 46 50 00.79106(N) 096 38 11.88047(W) AD( ) 2 RP1063 NAD 27 - 46 50 00.92760(N) 096 38 10.59810(W) AD( ) 2 RP1063 RP1063.Superseded values are not recommended for survey control. RP1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP1063.See file dsdata.txt to determine how the superseded data were derived. RP1063 RP1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8023089380(NAD 83) RP1063_MARKER: DH = HORIZONTAL CONTROL DISK RP1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP1063_STAMPING: LYN 1961 RP1063_MARK LOGO: MNDT RP1063_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP1063+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1993 RP1063 RP1063 HISTORY - Date Condition Report By RP1063 HISTORY - 1961 MONUMENTED MNDT RP1063 HISTORY - 1968 SEE DESCRIPTION CGS RP1063 HISTORY - 19930908 GOOD MNDT RP1063 RP1063 STATION DESCRIPTION RP1063 RP1063'DESCRIBED BY MN DEPT OF TRANSP 1961 (AJK) RP1063'4.1 MILES SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAYS 52 RP1063'AND 75 IN MOORHEAD AND 3.3 MILES EAST OF TRUNK HIGHWAY 52 RP1063'ALONG GRAVEL ROAD IN THE CENTER OF THE SOUTH LINE OF THE RP1063'SOUTHEAST 1/4 OF SECTION 20, T139N, R47W. RP1063' RP1063'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAYS 52 AND 75 RP1063'IN MOORHEAD GO 4.1 MILES SOUTHEAST ON TRUNK HIGHWAY 52 TO A RP1063'GRAVEL ROAD EAST, GO 3.3 MILES EAST ON THIS GRAVEL ROAD TO RP1063'STATION ON LEFT AT THE FIFTH POWER POLE FROM THE T INTERSECTION RP1063'FROM EAST. RP1063' RP1063'STATION, A STANDARD MINNESOTA STATE HIGHWAY DEPARTMENT DISK, RP1063'SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED LYN USC AND GS RP1063'1961, IS 46 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD RP1063'AND 7.0 FEET WEST OF THE FIFTH POWER POLE WEST OF A T RP1063'INTERSECTION. MARK PROJECTS 0.2 FOOT ABOVE GROUND. RP1063' RP1063'R.M. 1, A STANDARD MINNESOTA STATE HIGHWAY DEPARTMENT DISK, RP1063'SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED LYN NO. 1 1961 RP1063'IS 28 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD OPPOSITE RP1063'THE FIFTH POWER POLE WEST OF A T INTERSECTION AND 103 FEET RP1063'SOUTHEAST OF REFERENCE MARK 2, MARK PROJECTS 0.2 FOOT ABOVE RP1063'GROUND. RP1063' RP1063'R.M. 2, A STANDARD MINNESOTA STATE HIGHWAY DEPARTMENT DISK, RP1063'SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED LYN NO.2 1961 RP1063'IS 48 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD AND 79 RP1063'FEET WEST OF THE FIFTH POWER POLE WEST OF A T INTERSECTION. RP1063'MARK PROJECTS 0.2 FOOT ABOVE GROUND. RP1063' RP1063'AZIMUTH MARK, A STANDARD MINNESOTA STATE HIGHWAY DEPARTMENT RP1063'DISK, SET IN THE TOP OF A CONCRETE MONUMENT, STAMPED LYN 1961 RP1063'IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD, 110 RP1063'FEET SOUTHEAST OF A POWER POLE WITH GUY WIRE, 102 FEET SOUTH RP1063'OF THE CENTER OF THE SOUTH END OF A POTATO SHED, 108 FEET RP1063'SOUTHWEST OF THE CENTER OF A T INTERSECTION AND 14 FEET WEST RP1063'OF THE CENTERLINE OF A FIELD APPROACH. MARK IS FLUSH WITH RP1063'THE GROUND. RP1063' RP1063'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF TRUNK RP1063'HIGHWAYS 52 AND 75 IN MOORHEAD GO 4.1 MILES SOUTHEAST TO TRUNK RP1063'HIGHWAYS 52 TO GRAVEL ROAD EAST, GO 3.7 MILES EAST TO A T RP1063'INTERSECTION. RP1063' RP1063'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS. RP1063 RP1063 STATION RECOVERY (1968) RP1063 RP1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (OCO) RP1063'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED IN RP1063'GOOD CONDITION. RP1063' RP1063'ADDITIONS AND CORRECTIONS FOLLOW-- RP1063' RP1063'STATION MARK IS 4.0 FEET EAST OF A STEEL WITNESS POST. RP1063' RP1063'REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT FOUND, MAYBE DESTROYED RP1063'AS DITCH IS BEING CULTIVATED. RP1063' RP1063'AZIMUTH MARK IS 4.0 FEET NORTH OF A STEEL WITNESS POST. RP1063 RP1063 STATION RECOVERY (1993) RP1063 RP1063'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP1063'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS RP1063'PREVIOUSLY DESCRIBED. THE AZIMUTH MARK WAS FOUND DESTROYED. THE RP1063'CHAINED DISTANCE BETWEEN THE STATION AND THE REFERENCE MARKS CHECKED. RP1063'RECOVERY NOTE BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0716 *********************************************************************** RP0716 DESIGNATION - P 376 RP0716 PID - RP0716 RP0716 STATE/COUNTY- MN/CLAY RP0716 USGS QUAD - SABIN (1976) RP0716 RP0716 *CURRENT SURVEY CONTROL RP0716 ___________________________________________________________________ RP0716* NAD 83(1986)- 46 50 45. (N) 096 39 06. (W) SCALED RP0716* NAVD 88 - 281.604 (meters) 923.90 (feet) ADJUSTED RP0716 ___________________________________________________________________ RP0716 GEOID HEIGHT- -26.53 (meters) GEOID99 RP0716 DYNAMIC HT - 281.626 (meters) 923.97 (feet) COMP RP0716 MODELED GRAV- 980,687.2 (mgal) NAVD 88 RP0716 RP0716 VERT ORDER - FIRST CLASS II RP0716 RP0716.The horizontal coordinates were scaled from a topographic map and have RP0716.an estimated accuracy of +/- 6 seconds. RP0716 RP0716.The orthometric height was determined by differential leveling RP0716.and adjusted by the National Geodetic Survey in June 1991. RP0716 RP0716.The geoid height was determined by GEOID99. RP0716 RP0716.The dynamic height is computed by dividing the NAVD 88 RP0716.geopotential number by the normal gravity value computed on the RP0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0716.degrees latitude (g = 980.6199 gals.). RP0716 RP0716.The modeled gravity was interpolated from observed gravity values. RP0716 RP0716; North East Units Estimated Accuracy RP0716;SPC MN C - 307,940. 616,850. MT (+/- 180 meters Scaled) RP0716 RP0716 SUPERSEDED SURVEY CONTROL RP0716 RP0716.No superseded survey control is available for this station. RP0716 RP0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS790907(NAD 83) RP0716_MARKER: DV = VERTICAL CONTROL DISK RP0716_SETTING: 38 = BRIDGE PIER FACE RP0716_STAMPING: P 376 1982 RP0716_MARK LOGO: NGS RP0716_MAGNETIC: N = NO MAGNETIC MATERIAL RP0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR RP0716+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0716 RP0716 HISTORY - Date Condition Report By RP0716 HISTORY - 1982 MONUMENTED NGS RP0716 HISTORY - 19940809 GOOD MNDT RP0716 RP0716 STATION DESCRIPTION RP0716 RP0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0716'9.8 KM (6.1 MI) EAST FROM MOORHEAD. RP0716'9.8 KM (6.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE WEST END OF RP0716'THE RED RIVER BRIDGE AT THE NORTH DAKOTA-MINNESOTA STATE LINE, AT THE RP0716'COUNTY ROAD 11 OVERPASS, SET VERTICALLY IN THE EAST FACE OF THE RP0716'SOUTHERNMOST ONE OF TWO PIERS SUPPORTING THE OVERPASS ON THE SOUTH RP0716'SIDE OF THE EASTBOUND LANES OF THE HIGHWAY, 7.6 METERS (25.0 FT) SOUTH RP0716'OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND. RP0716'THE MARK IS 1.4 M ABOVE GROUND. RP0716 RP0716 STATION RECOVERY (1994) RP0716 RP0716'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0716'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0717 *********************************************************************** RP0717 DESIGNATION - Q 376 RP0717 PID - RP0717 RP0717 STATE/COUNTY- MN/CLAY RP0717 USGS QUAD - SABIN (1976) RP0717 RP0717 *CURRENT SURVEY CONTROL RP0717 ___________________________________________________________________ RP0717* NAD 83(1986)- 46 51 43. (N) 096 39 07. (W) SCALED RP0717* NAVD 88 - 280.452 (meters) 920.12 (feet) ADJUSTED RP0717 ___________________________________________________________________ RP0717 GEOID HEIGHT- -26.52 (meters) GEOID99 RP0717 DYNAMIC HT - 280.476 (meters) 920.20 (feet) COMP RP0717 MODELED GRAV- 980,690.6 (mgal) NAVD 88 RP0717 RP0717 VERT ORDER - FIRST CLASS II RP0717 RP0717.The horizontal coordinates were scaled from a topographic map and have RP0717.an estimated accuracy of +/- 6 seconds. RP0717 RP0717.The orthometric height was determined by differential leveling RP0717.and adjusted by the National Geodetic Survey in June 1991. RP0717 RP0717.The geoid height was determined by GEOID99. RP0717 RP0717.The dynamic height is computed by dividing the NAVD 88 RP0717.geopotential number by the normal gravity value computed on the RP0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0717.degrees latitude (g = 980.6199 gals.). RP0717 RP0717.The modeled gravity was interpolated from observed gravity values. RP0717 RP0717; North East Units Estimated Accuracy RP0717;SPC MN C - 309,730. 616,880. MT (+/- 180 meters Scaled) RP0717 RP0717 SUPERSEDED SURVEY CONTROL RP0717 RP0717.No superseded survey control is available for this station. RP0717 RP0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS789924(NAD 83) RP0717_MARKER: I = METAL ROD RP0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) RP0717_STAMPING: Q 376 1982 RP0717_MARK LOGO: NGS RP0717_PROJECTION: FLUSH RP0717_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0717+STABILITY: SURFACE MOTION RP0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0717+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0717_ROD/PIPE-DEPTH: 12.1 meters RP0717 RP0717 HISTORY - Date Condition Report By RP0717 HISTORY - 1982 MONUMENTED NGS RP0717 HISTORY - 19940809 GOOD MNDT RP0717 RP0717 STATION DESCRIPTION RP0717 RP0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0717'11.7 KM (7.3 MI) EAST FROM MOORHEAD. RP0717'9.8 KM (6.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE WEST END OF RP0717'THE RED RIVER BRIDGE AT THE NORTH DAKOTA-MINNESOTA STATE LINE TO AN RP0717'OVERPASS (COUNTY ROAD 11), THENCE 1.8 KM (1.15 MI) NORTH ALONG COUNTY RP0717'ROAD 11 TO A GRAVEL ROAD JUNCTION AND THE MARK, AT A CORNER FENCE POST RP0717'ON THE EAST SIDE OF COUNTY ROAD 11, 15.2 METERS (50.0 FT) EAST OF THE RP0717'CENTERLINE OF COUNTY ROAD 11, 15.8 METERS (52.0 FT) SOUTH OF THE RP0717'CENTER OF THE GRAVEL ROAD, 8.2 METERS (27.0 FT) WEST-SOUTHWEST OF A RP0717'TELEPHONE JUNCTION BOX, 6.7 METERS (22.0 FT) SOUTH OF A TELEPHONE RP0717'POLE, AND 2.1 METERS (7.0 FT) SOUTH OF A CORNER FENCE POST. RP0717'THE MARK IS 0.3 METERS W FROM A WITNESS POST. RP0717'THE MARK IS 1.5 M BELOW ROAD. RP0717 RP0717 STATION RECOVERY (1994) RP0717 RP0717'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0717'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0945 *********************************************************************** RP0945 DESIGNATION - RIVERTON RESET RP0945 PID - RP0945 RP0945 STATE/COUNTY- MN/CLAY RP0945 USGS QUAD - DOWNER (1966) RP0945 RP0945 *CURRENT SURVEY CONTROL RP0945 ___________________________________________________________________ RP0945* NAD 83(1996)- 46 50 03.86796(N) 096 27 15.94492(W) ADJUSTED RP0945* NAVD 88 - 325.9 (meters) 1069. (feet) GPS OBS RP0945 ___________________________________________________________________ RP0945 X - -491,394.858 (meters) COMP RP0945 Y - -4,343,630.164 (meters) COMP RP0945 Z - 4,629,408.830 (meters) COMP RP0945 LAPLACE CORR- -0.64 (seconds) DEFLEC99 RP0945 ELLIP HEIGHT- 299.19 (meters) (01/15/97) GPS OBS RP0945 GEOID HEIGHT- -26.66 (meters) GEOID99 RP0945 RP0945 HORZ ORDER - FIRST RP0945 ELLP ORDER - FOURTH CLASS II RP0945 RP0945.The horizontal coordinates were established by GPS observations RP0945.and adjusted by the National Geodetic Survey in January 1997. RP0945.No horizontal observational check was made to the station. RP0945 RP0945.The orthometric height was determined by GPS observations and a RP0945.high-resolution geoid model. RP0945 RP0945.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP0945 RP0945.The Laplace correction was computed from DEFLEC99 derived deflections. RP0945 RP0945.The ellipsoidal height was determined by GPS observations RP0945.and is referenced to NAD 83. RP0945 RP0945.The geoid height was determined by GEOID99. RP0945 RP0945; North East Units Scale Converg. RP0945;SPC MN C - 306,232.087 631,851.080 MT 0.99996002 -1 35 40.8 RP0945;UTM 14 - 5,189,909.005 694,121.588 MT 1.00006318 +1 51 26.2 RP0945 RP0945: Primary Azimuth Mark Grid Az RP0945:SPC MN C - RIVERTON AZ MK 174 10 41.8 RP0945:UTM 14 - RIVERTON AZ MK 170 43 34.8 RP0945 RP0945|---------------------------------------------------------------------| RP0945| PID Reference Object Distance Geod. Az | RP0945| dddmmss.s | RP0945| RP0894 HAWLEY MINN ST PATROL RAD MAST APPROX.16.7 KM 0733434.2 | RP0945| CP3945 RIVERTON RESET RM 2 208.730 METERS 13240 | RP0945| RP0944 T139N R46W SEC 23 S 1/4 CORNER 224.411 METERS 13433 | RP0945| CP3942 RIVERTON AZ MK 1723501.0 | RP0945| CP3943 RIVERTON RM 145.070 METERS 18452 | RP0945| CP3944 RIVERTON RM 145.510 METERS 18452 | RP0945| CP3946 RIVERTON RESET RM 3 146.210 METERS 19434 | RP0945|---------------------------------------------------------------------| RP0945 RP0945 SUPERSEDED SURVEY CONTROL RP0945 RP0945 NAD 83(1986)- 46 50 03.86729(N) 096 27 15.93623(W) AD( ) 1 RP0945 NAD 27 - 46 50 04.01100(N) 096 27 14.68500(W) AD( ) 1 RP0945 NGVD 29 (07/19/86) 327.3 (m) 1074. (f) VERT ANG RP0945 RP0945.Superseded values are not recommended for survey control. RP0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0945.See file dsdata.txt to determine how the superseded data were derived. RP0945 RP0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9412289909(NAD 83) RP0945_MARKER: DS = TRIANGULATION STATION DISK RP0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0945_STAMPING: RIVERTON 1907 1954 RP0945_MARK LOGO: CGS RP0945_PROJECTION: RECESSED 30 CENTIMETERS RP0945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0945+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1994 RP0945 RP0945 HISTORY - Date Condition Report By RP0945 HISTORY - 1954 MONUMENTED CGS RP0945 HISTORY - 19930908 GOOD MNDT RP0945 HISTORY - 19940713 GOOD MNDT RP0945 RP0945 STATION DESCRIPTION RP0945 RP0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS) RP0945'THE STATION WAS RECOVERED AS DESCRIBED AND IN POOR CONDITION. RP0945'THE STATION MARK WAS IN A LEANING POSITION. A NEW STATION RP0945'MARK WAS ESTABLISHED, AND A STANDARD DISK RP0945'WAS PLACED IN THE ORIGINAL UNDERGROUND MARK. RP0945' RP0945'REFERENCE MARK NO. 1 WAS RECOVERED. THE NAIL IN THE CENTER RP0945'HAS BEEN BENT OVER. SINCE THE MARK IS IN THE TRACK OF A FARM RP0945'ROAD IT WAS LEFT IN THAT CONDITION. TWO REFERENCE MARKS RP0945'WERE ESTABLISHED. RP0945' RP0945'A NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED IN THE RP0945'SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SEC. 23, T. 139 N., R. 46 RP0945'W., OF THE FIFTH PRINCIPAL MERIDIAN, ABOUT 6.5 MILES, AIRLINE, RP0945'SOUTHEAST OF GLYNDON, ON THE HIGHEST POINT OF A LOW RIDGE IN A RP0945'CULTIVATED FIELD OWNED BY MR. D. JEBSON. RP0945' RP0945'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY RP0945'82 AT GLYNDON--GO SOUTHEASTERLY ON HIGHWAY 82 FOR 5.0 MILES RP0945'TO CROSSROADS, TURN LEFT AND GO EAST AND NORTH FOR 5.5 MILES TO RP0945'A POINT WHERE ROAD TURNS RIGHT, TURN LEFT ON A FARM ROAD AND RP0945'GO NORTH FOR ABOUT 200 FEET, PASS THROUGH A WIRE GATE AND RP0945'CONTINUE NORTH ACROSS FIELD FOR ABOUT 400 FEET TO A STEEL GRANARY RP0945'AND STATION. RP0945' RP0945'THE STATION MARK, 87.5 FEET NORTH OF A STEEL GRANARY, IS 12 RP0945'INCHES BELOW THE GROUND SURFACE, AND THE DISK IS STAMPED RIVERTON RP0945'1906 1954. RP0945' RP0945'REFERENCE MARK NO. 1, SOUTH OF AND APPROXIMATELY 8 FEET LOWER RP0945'THAN THE STATION, IS 10.5 FEET SOUTH OF AN EAST-AND-WEST RP0945'FENCE, IN THE SOUTH TRACK OF A FARM ROAD, AND IS LEVEL WITH THE RP0945'GROUND SURFACE. RP0945' RP0945'REFERENCE MARK NO. 2, SOUTHEAST OF AND APPROXIMATELY 10 FEET RP0945'LOWER THAN THE STATION, IS 20 FEET EAST OF A GATE POST, 10 RP0945'FEET WEST OF A FENCE-CORNER, AND PROJECTS 4 INCHES. THE DISK RP0945'IS STAMPED RIVERTON NO 2 1906 1954. RP0945' RP0945'REFERENCE MARK NO. 3, SOUTH-SOUTHWEST OF AND APPROXIMATELY 8 RP0945'FEET LOWER THAN THE STATION, IS 0.5 FEET NORTH OF A FENCE AND RP0945'PROJECTS 4 INCHES. THE DISK IS STAMPED RIVERTON NO 3 1906 1954. RP0945' RP0945'THE AZIMUTH MARK, APPROXIMATELY 0.6 MILES SOUTH-SOUTHEAST, IS RP0945'112 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 13 FEET SOUTH OF RP0945'THE CENTER OF A SIDE ROAD, 1.5 FEET EAST OF A WHITE WITNESS RP0945'POST AND PROJECTS 6 INCHES. THE DISK IS STAMPED RIVERTON 1906 RP0945'1954. RP0945 RP0945 STATION RECOVERY (1993) RP0945 RP0945'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP0945'THE STATION, RM 2, AND RM 3 WERE RECOVERED IN GOOD CONDITION. RM 1 RP0945'WAS NOT FOUND AT THIS TIME. THE CHAINED DISTANCE BETWEEN THE STATION RP0945'AND RM 2 WAS LESS BY 0.40 FT (12.19 CM) THEN PREVIOUSLY RECORDED AND RP0945'THE CHAINED DISTANCE BETWEEN THE STATION AND RM 3 WAS LESS BY 0.10 FT RP0945'(3.05 CM) THEN PREVIOUSLY RECORDED. THE STATION IS LOCATED ABOUT 6.5 RP0945'MI (10.5 KM) SE OF THE TOWN OF GLYNDON IN THE SW 1/4 OF SECTION 23, RP0945'T139N, R46W. TO REACH THE MARK FROM THE JCT OF TH 10 AND TH 9 IN RP0945'STOCKWOOD, GO SOUTH FOR 4.0 MI (6.4 KM) ON TH 9, THEN GO EAST AND RP0945'NORTH FOR 3.5 MI (5.6 KM) ON CO RD 12 TO A POINT WHERE THE ROAD TURNS RP0945'RIGHT, THEN GO NORTH FOR ABOUT 600 FT (182.9 M) ON A FARM RD TO THE RP0945'STATION. THE MARK, A DISK SET IN A CONC MON, IS 684.40 FT (208.61 M) RP0945'NW OF RM 2, 479.60 FT (146.18 M) NNE OF RM 3, AND 4.0 FT (1.2 M) NORTH RP0945'OF A WIT POST. RECOVERED AND DESCRIBED BY DAVID K HERDER, TYPED BY RP0945'D.J.E. RP0945 RP0945 STATION RECOVERY (1994) RP0945 RP0945'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) RP0945'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RM 1, RM 2, RP0945'AND RM 3 WERE NOT LOOKED FOR AT THIS TIME. RECOVERY NOTE BY DAVID K. RP0945'HERDER, TYPED BY G.W.O. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP1068 *********************************************************************** RP1068 DESIGNATION - RUTHRUFF RP1068 PID - RP1068 RP1068 STATE/COUNTY- MN/CLAY RP1068 USGS QUAD - SABIN (1976) RP1068 RP1068 *CURRENT SURVEY CONTROL RP1068 ___________________________________________________________________ RP1068* NAD 83(1996)- 46 50 21.35966(N) 096 42 53.78574(W) ADJUSTED RP1068* NAVD 88 - 277.6 (meters) 911. (feet) GPS OBS RP1068 ___________________________________________________________________ RP1068 X - -511,089.326 (meters) COMP RP1068 Y - -4,340,927.032 (meters) COMP RP1068 Z - 4,629,743.260 (meters) COMP RP1068 LAPLACE CORR- -2.16 (seconds) DEFLEC99 RP1068 ELLIP HEIGHT- 251.09 (meters) (09/10/03) GPS OBS RP1068 GEOID HEIGHT- -26.48 (meters) GEOID99 RP1068 RP1068 HORZ ORDER - FIRST RP1068 ELLP ORDER - THIRD CLASS I RP1068 RP1068.The horizontal coordinates were established by GPS observations RP1068.and adjusted by the MN DEPT OF TRANSP in September 2003. RP1068 RP1068.The orthometric height was determined by GPS observations and a RP1068.high-resolution geoid model. RP1068 RP1068.The X, Y, and Z were computed from the position and the ellipsoidal ht. RP1068 RP1068.The Laplace correction was computed from DEFLEC99 derived deflections. RP1068 RP1068.The ellipsoidal height was determined by GPS observations RP1068.and is referenced to NAD 83. RP1068 RP1068.The geoid height was determined by GEOID99. RP1068 RP1068; North East Units Scale Converg. RP1068;SPC MN C - 307,357.672 612,002.741 MT 0.99996076 -1 46 59.2 RP1068;SPC ND S - 137,296.914 888,608.434 MT 0.99993585 +2 45 38.7 RP1068;UTM 14 - 5,189,837.732 674,240.355 MT 0.99997316 +1 40 02.0 RP1068 RP1068: Primary Azimuth Mark Grid Az RP1068:SPC MN C - RUTHRUFF AZ MK 2 328 11 18.2 RP1068:SPC ND S - RUTHRUFF AZ MK 2 323 38 40.3 RP1068:UTM 14 - RUTHRUFF AZ MK 2 324 44 17.0 RP1068 RP1068|---------------------------------------------------------------------| RP1068| PID Reference Object Distance Geod. Az | RP1068| dddmmss.s | RP1068| RP1069 DILWORTH MUNICIPAL TANK APPROX. 4.2 KM 0160242.9 | RP1068| CP3977 RUTHRUFF RM 1 37.085 METERS 03359 | RP1068| CP3978 RUTHRUFF RM 2 44.641 METERS 09137 | RP1068| CP3976 RUTHRUFF AZ MK 2 3262419.0 | RP1068| CP3975 RUTHRUFF AZ MK APPROX. 0.8 KM 3262429.3 | RP1068|---------------------------------------------------------------------| RP1068 RP1068 SUPERSEDED SURVEY CONTROL RP1068 RP1068 NAD 83(1996)- 46 50 21.35911(N) 096 42 53.78270(W) AD( ) 1 RP1068 NAD 83(1996)- 46 50 21.35912(N) 096 42 53.78268(W) AD( ) 1 RP1068 NAD 83(1986)- 46 50 21.35803(N) 096 42 53.77365(W) AD( ) 1 RP1068 NAD 27 - 46 50 21.49100(N) 096 42 52.48400(W) AD( ) 1 RP1068 RP1068.Superseded values are not recommended for survey control. RP1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP1068.See file dsdata.txt to determine how the superseded data were derived. RP1068 RP1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7424089838(NAD 83) RP1068_MARKER: DH = HORIZONTAL CONTROL DISK RP1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP1068_STAMPING: RUTHRUFF 1954 RP1068_MARK LOGO: CGS RP1068_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RP1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP1068+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1993 RP1068 RP1068 HISTORY - Date Condition Report By RP1068 HISTORY - 1954 MONUMENTED CGS RP1068 HISTORY - 1960 GOOD CGS RP1068 HISTORY - 1961 GOOD MNHD RP1068 HISTORY - 19930907 GOOD MNDT RP1068 RP1068 STATION DESCRIPTION RP1068 RP1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS) RP1068'THE STATION IS IN THE NORTHWEST QUARTER OF SEC. 26, T. 139 N. RP1068'R. 48 W., ON THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 52. IT RP1068'IS ABOUT 3 MILES SOUTH OF DILWORTH AND 2-1/2 MILES EAST OF U.S. RP1068'HIGHWAY 75. RP1068' RP1068'TO REACH FROM THE MOORHEAD POST OFFICE GO EAST ON U.S. HIGHWAY RP1068'52 FOR 0.15 MILE TO S. 8TH STREET. TURN RIGHT AND GO SOUTH RP1068'ON U.S. HIGHWAYS 52 AND 75 FOR 0.2 MILE TO 4TH AVE. S.. TURN RP1068'LEFT ON 4TH AVE. S. AND FOLLOW U.S. HIGHWAY 52 EAST AND RP1068'SOUTHEAST FOR 3.5 MILES TO A CROSSROAD. CONTINUE SOUTHEAST RP1068'ON U.S. HIGHWAY 52 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT. RP1068'CONTINUE SOUTHEAST ON U.S. HIGHWAY 52 FOR 0.6 MILE TO A GRAVEL RP1068'ROAD RIGHT AND A TRACK ROAD LEFT. RP1068' RP1068'THE STATION MARK IS 77.5 FEET SOUTH OF THE EAST END OF THE MORE RP1068'SOUTHERLY ONE OF TWO CULVERTS UNDER THE GRAVEL SIDE ROAD, RP1068'74.5 FEET SOUTH OF A CONCRETE CULVERT UNDER THE HIGHWAY, 63.6 FEET RP1068'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 52, 43.8 FEET EAST RP1068'OF THE CENTER OF THE GRAVEL ROAD, 3 FEET EAST OF A WITNESS POST RP1068'AND LEVEL WITH THE GROUND SURFACE. THE MARK IS STAMPED RUTHRUFF RP1068'1954. RP1068' RP1068'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 51.2 FEET RP1068'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, 2 FEET RP1068'SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A WITNESS RP1068'POST AND LEVEL WITH THE GROUND SURFACE. THE DISK IS STAMPED RP1068'RUTHRUFF NO 1 1954. RP1068' RP1068'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 52.4 FEET RP1068'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, 2 FEET NORTH RP1068'OF A WITNESS POST, 1 FOOT WEST OF A TELEPHONE POLE AND LEVEL RP1068'WITH THE GROUND SURFACE. THE DISK IS STAMPED RUTHRUFF NO 2 1954. RP1068' RP1068'THE TRUNK HIGHWAY RIGHT-OF-WAY MARK, NORTHWEST OF THE STATION, RP1068'IS 66.5 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 52, RP1068'64.8 FEET SOUTH OF THE EAST END OF THE SOUTHERLY ONE OF TWO RP1068'CULVERTS UNDER THE GRAVEL ROAD AND 32 FEET EAST OF THE CENTER RP1068'OF THE GRAVEL ROAD. IT IS AN ALUMINUM CAP RIVETED IN THE TOP RP1068'OF A 3-INCH GALVANIZED PIPE WHICH PROJECTS 18 INCHES. THE RP1068'MARK IS STAMPED C.L. 112.5 FT. STA. 188 - 57.3 SP 64-24 SEC.. RP1068' RP1068'THE AZIMUTH MARK, 0.6 MILE NORTH-NORTHWEST OF THE STATION, IS RP1068'38.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 35 RP1068'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, 2 FEET RP1068'SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST AND RP1068'PROJECTS 6 INCHES. THE DISK IS STAMPED RUTHRUFF 1954. RP1068 RP1068 STATION RECOVERY (1960) RP1068 RP1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR) RP1068'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD RP1068'CONDITION. THE DISTANCE TO THE TRUNK HIGHWAY RIGHT-OF-WAY RP1068'MARK CHECKED BUT THIS MARK APPEARED TO BE SLIGHTLY TILTED AND RP1068'THE ANGLE BETWEEN THIS MARK AND OTHER OBJECTS FAILED TO CHECK. RP1068'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT TO RP1068'MOVE THE AZIMUTH MARK AS IT WAS IN THE WAY OF AN INTERCHANGE RP1068'FOR A NEW INTERSTATE HIGHWAY. A NEW AZIMUTH MARK WAS RP1068'ESTABLISHED ABOUT 0.15 MILE NEARER THE STATION AND THE ORIGINAL RP1068'AZIMUTH MARK WAS DESTROYED. RP1068' RP1068'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH-NORTHWEST OF THE RP1068'STATION, 38 FEET SOUTHWEST OF THE NEAREST RAIL, 35 FEET NORTHEAST RP1068'OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF THE 3RD RP1068'POLE NORTHWEST OF MILEPOST 19 AND 2 FEET NORTHWEST OF A WHITE RP1068'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RP1068'RUTHRUFF RESET 1960. RP1068' RP1068'THE DISTANCE TO THE REFERENCE MARKS WAS NOT CHECKED IN 1960 RP1068'DUE TO HEAVY TRAFFIC ON U.S. HIGHWAY 52. RP1068' RP1068'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO REACH RP1068'FROM MOORHEAD, FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND 75 AT RP1068'THE INTERSECTION OF MAIN AVENUE AND SOUTH 8TH STREET, GO EAST RP1068'AND SOUTHEAST ON U.S. HIGHWAY 52 FOR 3.0 MILES OVERPASS OVER RP1068'FUTURE INTERSTATE HIGHWAY, CONTINUE SOUTHEAST FOR 0.25 MILE TO RP1068'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHEAST FOR 0.45 RP1068'MILE TO A SIDE ROAD RIGHT AND STATION ON RIGHT. RP1068 RP1068 STATION RECOVERY (1961) RP1068 RP1068'RECOVERY NOTE BY MN HIGHWAY DEPT 1961 RP1068'THE STATION WAS RECOVERED IN 1961 EXACTLY AS PREVIOUSLY RP1068'DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION, THE DISTANCES RP1068'AND DIRECTION TO REFERENCE MARKS AND AZIMUTH MARK WERE VERIFIED, RP1068'AND THE DESCRIPTION IS ENTIRELY ADEQUATE. RP1068 RP1068 STATION RECOVERY (1993) RP1068 RP1068'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP1068'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION. THE RP1068'CHAINED DISTANCE BETWEEN THE STATION AND RM 1 CHECKED, THE CHAINED RP1068'DISTANCE BETWEEN THE STATION AND RM 2 IS GREATER BY 0.23 FT (7.01 CM) RP1068'THEN PREVIOUSLY RECORDED. THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) RP1068'SOUTH OF THE TOWN OF DILWORTH IN THE NW 1/4 OF SECTION 26, T139N, RP1068'R48W. TO REACH THE MARK FROM THE JCT OF FAI 94 AND CO RD 7/TH 231, GO RP1068'SE FOR 0.55 MI (0.89 KM) ON CO RD 52 TO THE MARK ON THE RIGHT. THE RP1068'MARK, A DISK SET IN A CONC MON, IS 44 FT (13.4 M) EAST OF CO RD 7, RP1068'74.5 FT (22.7 M) SOUTH OF A CONC CULVERT, 15.09 FT (4.60 M) SE OF A RP1068'R/W MON, 7.2 FT (2.2 M) WEST OF A WIT POST, 121.67 FT (37.09 M) SW OF RP1068'RM 1, AND 146.68 FT (44.71 M) WEST OF RM 2. RECOVERED AND DESCRIBED RP1068'BY DAVID K HERDER, TYPED BY D.J.E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0325 *********************************************************************** RP0325 DESIGNATION - T 314 RP0325 PID - RP0325 RP0325 STATE/COUNTY- MN/CLAY RP0325 USGS QUAD - SABIN (1976) RP0325 RP0325 *CURRENT SURVEY CONTROL RP0325 ___________________________________________________________________ RP0325* NAD 83(1986)- 46 52 27. (N) 096 43 35. (W) SCALED RP0325* NAVD 88 - 277.159 (meters) 909.31 (feet) ADJUSTED RP0325 ___________________________________________________________________ RP0325 GEOID HEIGHT- -26.45 (meters) GEOID99 RP0325 DYNAMIC HT - 277.184 (meters) 909.39 (feet) COMP RP0325 MODELED GRAV- 980,695.6 (mgal) NAVD 88 RP0325 RP0325 VERT ORDER - FIRST CLASS II RP0325 RP0325.The horizontal coordinates were scaled from a topographic map and have RP0325.an estimated accuracy of +/- 6 seconds. RP0325 RP0325.The orthometric height was determined by differential leveling RP0325.and adjusted by the National Geodetic Survey in June 1991. RP0325.WARNING-Repeat measurements at this control monument indicate possible RP0325.vertical movement. RP0325 RP0325.The geoid height was determined by GEOID99. RP0325 RP0325.The dynamic height is computed by dividing the NAVD 88 RP0325.geopotential number by the normal gravity value computed on the RP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0325.degrees latitude (g = 980.6199 gals.). RP0325 RP0325.The modeled gravity was interpolated from observed gravity values. RP0325 RP0325; North East Units Estimated Accuracy RP0325;SPC MN C - 311,260. 611,250. MT (+/- 180 meters Scaled) RP0325 RP0325 SUPERSEDED SURVEY CONTROL RP0325 RP0325 NGVD 29 (??/??/92) 276.870 (m) 908.36 (f) ADJ UNCH 1 2 RP0325 RP0325.Superseded values are not recommended for survey control. RP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0325.See file dsdata.txt to determine how the superseded data were derived. RP0325 RP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS732936(NAD 83) RP0325_MARKER: DB = BENCH MARK DISK RP0325_SETTING: 30 = BATTER BOX RP0325_STAMPING: T 314 1938 RP0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY RP0325 RP0325 HISTORY - Date Condition Report By RP0325 HISTORY - 1938 MONUMENTED CGS RP0325 HISTORY - 1968 GOOD MNDT RP0325 HISTORY - 1982 MARK NOT FOUND NGS RP0325 HISTORY - 19940809 MARK NOT FOUND MNDT RP0325 RP0325 STATION DESCRIPTION RP0325 RP0325'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0325'1.5 MI W FROM DILWORTH. RP0325'1.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT RP0325'DILWORTH, CLAY COUNTY, 0.3 MILE EAST OF MILEPOST 5, 150 YARDS SOUTH OF RP0325'U. S. HIGHWAY 10, 2-1/4 POLES WEST OF THE CROSSING OF A DIRT ROAD, 10 RP0325'FEET NORTH OF THE NORTH RAIL, 10 FEET EAST OF SIGNAL TOWER 47, IN THE RP0325'TOP OF THE 8-INCH CONCRETE BASE OF A BATTERY BOX, AND ABOUT 1 FOOT RP0325'LOWER THAN THE TOP OF THE RAIL. A STANDARD DISK, STAMPED T 314 1938. RP0325'NOTE-- MARK IS LOCATED IN THE NW 1/4, SECTION 10, T139N, R48W, ABOUT RP0325'500 FEET SOUTH OF THE TRAVALON MOTEL ALONG T.H. 10 AND IN THE RP0325'NORTHEAST PORTION OF THE CONCRETE BASE. RP0325 RP0325 STATION RECOVERY (1982) RP0325 RP0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 RP0325'NOT RECOVERED, BATTERY BOX NOT FOUND. RP0325 RP0325 STATION RECOVERY (1994) RP0325 RP0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0325'THE MARK WAS LOOKED FOR, NOT FOUND, AND PRESUMED DESTROYED. LOCAL RR RP0325'OFFICIALS REPORTED THAT THE OLD BASES HAD BEEN DESTROYED. WE PULLED RP0325'THE TIES AND CHECKED THE MILEAGE AND ENDED IN A GRAVEL RD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0718 *********************************************************************** RP0718 DESIGNATION - T 376 RP0718 PID - RP0718 RP0718 STATE/COUNTY- MN/CLAY RP0718 USGS QUAD - DILWORTH (1976) RP0718 RP0718 *CURRENT SURVEY CONTROL RP0718 ___________________________________________________________________ RP0718* NAD 83(1986)- 46 52 34. (N) 096 39 11. (W) SCALED RP0718* NAVD 88 - 280.105 (meters) 918.98 (feet) ADJUSTED RP0718 ___________________________________________________________________ RP0718 GEOID HEIGHT- -26.50 (meters) GEOID99 RP0718 DYNAMIC HT - 280.129 (meters) 919.06 (feet) COMP RP0718 MODELED GRAV- 980,694.3 (mgal) NAVD 88 RP0718 RP0718 VERT ORDER - FIRST CLASS II RP0718 RP0718.The horizontal coordinates were scaled from a topographic map and have RP0718.an estimated accuracy of +/- 6 seconds. RP0718 RP0718.The orthometric height was determined by differential leveling RP0718.and adjusted by the National Geodetic Survey in June 1991. RP0718 RP0718.The geoid height was determined by GEOID99. RP0718 RP0718.The dynamic height is computed by dividing the NAVD 88 RP0718.geopotential number by the normal gravity value computed on the RP0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0718.degrees latitude (g = 980.6199 gals.). RP0718 RP0718.The modeled gravity was interpolated from observed gravity values. RP0718 RP0718; North East Units Estimated Accuracy RP0718;SPC MN C - 311,310. 616,850. MT (+/- 180 meters Scaled) RP0718 RP0718 SUPERSEDED SURVEY CONTROL RP0718 RP0718.No superseded survey control is available for this station. RP0718 RP0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS788940(NAD 83) RP0718_MARKER: I = METAL ROD RP0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) RP0718_STAMPING: T 376 1982 RP0718_MARK LOGO: NGS RP0718_PROJECTION: FLUSH RP0718_MAGNETIC: I = MARKER IS A STEEL ROD RP0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0718+STABILITY: SURFACE MOTION RP0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0718+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1994 RP0718_ROD/PIPE-DEPTH: 9.7 meters RP0718 RP0718 HISTORY - Date Condition Report By RP0718 HISTORY - 1982 MONUMENTED NGS RP0718 HISTORY - 19940810 GOOD MNDT RP0718 RP0718 STATION DESCRIPTION RP0718 RP0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0718'5.8 KM (3.6 MI) WEST FROM GLYNDON. RP0718'5.8 KM (3.6 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN RP0718'GLYNDON, AT THE JUNCTION OF COUNTY ROAD 11, 26.97 METERS (88.5 FT) RP0718'WEST OF THE CENTERLINE OF COUNTY ROAD 11, 32.77 METERS (107.5 FT) RP0718'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 10, 1.22 METERS (4.0 FT) SOUTH RP0718'OF A POWERLINE POLE, AND 1.52 METERS (5.0 FT) SOUTHWEST OF AN RP0718'UNDERGROUND CABLE POST. RP0718'THE MARK IS 0.3 METERS N FROM A WITNESS POST. RP0718'THE MARK IS ABOVE LEVEL WITH HIGHWAY. RP0718 RP0718 STATION RECOVERY (1994) RP0718 RP0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0718'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0333 *********************************************************************** RP0333 DESIGNATION - W 314 RP0333 PID - RP0333 RP0333 STATE/COUNTY- MN/CLAY RP0333 USGS QUAD - SABIN (1976) RP0333 RP0333 *CURRENT SURVEY CONTROL RP0333 ___________________________________________________________________ RP0333* NAD 83(1986)- 46 52 26. (N) 096 38 55. (W) SCALED RP0333* NAVD 88 - 281.372 (meters) 923.13 (feet) ADJUSTED RP0333 ___________________________________________________________________ RP0333 GEOID HEIGHT- -26.51 (meters) GEOID99 RP0333 DYNAMIC HT - 281.397 (meters) 923.22 (feet) COMP RP0333 MODELED GRAV- 980,693.4 (mgal) NAVD 88 RP0333 RP0333 VERT ORDER - FIRST CLASS II RP0333 RP0333.The horizontal coordinates were scaled from a topographic map and have RP0333.an estimated accuracy of +/- 6 seconds. RP0333 RP0333.The orthometric height was determined by differential leveling RP0333.and adjusted by the National Geodetic Survey in June 1991. RP0333 RP0333.The geoid height was determined by GEOID99. RP0333 RP0333.The dynamic height is computed by dividing the NAVD 88 RP0333.geopotential number by the normal gravity value computed on the RP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0333.degrees latitude (g = 980.6199 gals.). RP0333 RP0333.The modeled gravity was interpolated from observed gravity values. RP0333 RP0333; North East Units Estimated Accuracy RP0333;SPC MN C - 311,050. 617,180. MT (+/- 180 meters Scaled) RP0333 RP0333 SUPERSEDED SURVEY CONTROL RP0333 RP0333 NGVD 29 (??/??/92) 281.095 (m) 922.23 (f) ADJ UNCH 1 2 RP0333 RP0333.Superseded values are not recommended for survey control. RP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RP0333.See file dsdata.txt to determine how the superseded data were derived. RP0333 RP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS791938(NAD 83) RP0333_MARKER: DB = BENCH MARK DISK RP0333_SETTING: 30 = SWITCH BOX BASE RP0333_STAMPING: W 314 1938 RP0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY RP0333 RP0333 HISTORY - Date Condition Report By RP0333 HISTORY - 1938 MONUMENTED CGS RP0333 HISTORY - 1968 GOOD MNDT RP0333 HISTORY - 19940809 MARK NOT FOUND MNDT RP0333 RP0333 STATION DESCRIPTION RP0333 RP0333'DESCRIBED BY MN DEPT OF TRANSP 1968 RP0333'2.1 MI E FROM DILWORTH. RP0333'2.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT RP0333'DILWORTH, CLAY COUNTY, 4-3/4 POLES WEST OF A SIDING SWITCH, 80 FEET RP0333'EAST OF MILEPOST 1, 45 FEET NORTH OF THE OLD CONCRETE FOUNDATION OF A RP0333'HOUSE, 7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN EAST-BOUND TRACK, RP0333'AND IN THE TOP OF THE NORTH SIDE OF THE 18-INCH CONCRETE BASE OF A RP0333'SWITCH BOX. A STANDARD DISK STAMPED W 314 1938. NOTE-- MARK IS RP0333'LOCATED IN THE NW 1/4, SECTION 8, T139N, R47W, ABOUT 1500 FEET EAST OF RP0333'COUNTY ROAD NO. 11. RP0333 RP0333 STATION RECOVERY (1994) RP0333 RP0333'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0333'THE MARK WAS LOOKED FOR, NOT FOUND, AND PRESUMED DESTROYED. ALL TIES RP0333'EXCEPT THE HOUSE FOUNDATION WERE INTACT. THE SIGNAL LIGHT FOUNDATION RP0333'APPEARS TO BE NEW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0722 *********************************************************************** RP0722 DESIGNATION - WATTS 2 AZ MK RP0722 PID - RP0722 RP0722 STATE/COUNTY- MN/CLAY RP0722 USGS QUAD - DILWORTH (1976) RP0722 RP0722 *CURRENT SURVEY CONTROL RP0722 ___________________________________________________________________ RP0722* NAD 83(1986)- 46 52 34. (N) 096 39 42. (W) SCALED RP0722* NAVD 88 - 278.405 (meters) 913.40 (feet) ADJUSTED RP0722 ___________________________________________________________________ RP0722 GEOID HEIGHT- -26.50 (meters) GEOID99 RP0722 DYNAMIC HT - 278.430 (meters) 913.48 (feet) COMP RP0722 MODELED GRAV- 980,694.9 (mgal) NAVD 88 RP0722 RP0722 VERT ORDER - FIRST CLASS II RP0722 RP0722.The horizontal coordinates were scaled from a topographic map and have RP0722.an estimated accuracy of +/- 6 seconds. RP0722 RP0722.The orthometric height was determined by differential leveling RP0722.and adjusted by the National Geodetic Survey in June 1991. RP0722 RP0722.The geoid height was determined by GEOID99. RP0722 RP0722.The dynamic height is computed by dividing the NAVD 88 RP0722.geopotential number by the normal gravity value computed on the RP0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0722.degrees latitude (g = 980.6199 gals.). RP0722 RP0722.The modeled gravity was interpolated from observed gravity values. RP0722 RP0722; North East Units Estimated Accuracy RP0722;SPC MN C - 311,330. 616,190. MT (+/- 180 meters Scaled) RP0722 RP0722 SUPERSEDED SURVEY CONTROL RP0722 RP0722.No superseded survey control is available for this station. RP0722 RP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS781940(NAD 83) RP0722_MARKER: DZ = AZIMUTH MARK DISK RP0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0722_STAMPING: WATTS 2 1964 RP0722_MARK LOGO: CGS RP0722_PROJECTION: FLUSH RP0722_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0722+STABILITY: SURFACE MOTION RP0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0722+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0722 RP0722 HISTORY - Date Condition Report By RP0722 HISTORY - 1964 MONUMENTED CGS RP0722 HISTORY - 1982 GOOD NGS RP0722 HISTORY - 19940809 GOOD MNDT RP0722 RP0722 STATION DESCRIPTION RP0722 RP0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0722'3.1 KM (1.9 MI) EAST FROM DILWORTH. RP0722'3.1 KM (1.9 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN RP0722'DILWORTH, AT A DIRT ROAD LEADING SOUTH TO THE CROSSING OF THE RP0722'BURLINGTON NORTHERN RAILROAD, 45.7 METERS (150.0 FT) SOUTH OF THE RP0722'CENTERLINE OF U.S. HIGHWAY 10 EASTBOUND, 11.0 METERS (36.0 FT) WEST OF RP0722'A GRAVEL ROAD, AND 0.46 METERS (1.50 FT) NORTH OF A POWERLINE POLE. RP0722'THE MARK IS 0.41 METERS S FROM A WITNESS POST. RP0722'THE MARK IS 0.15 M BELOW GRAVEL ROAD. RP0722 RP0722 STATION RECOVERY (1994) RP0722 RP0722'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0722'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS AT TH 10 MP 5.35. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0720 *********************************************************************** RP0720 DESIGNATION - WATTS 2 RM 3 RP0720 PID - RP0720 RP0720 STATE/COUNTY- MN/CLAY RP0720 USGS QUAD - DILWORTH (1976) RP0720 RP0720 *CURRENT SURVEY CONTROL RP0720 ___________________________________________________________________ RP0720* NAD 83(1986)- 46 52 36. (N) 096 39 13. (W) SCALED RP0720* NAVD 88 - 280.317 (meters) 919.67 (feet) ADJUSTED RP0720 ___________________________________________________________________ RP0720 GEOID HEIGHT- -26.50 (meters) GEOID99 RP0720 DYNAMIC HT - 280.342 (meters) 919.76 (feet) COMP RP0720 MODELED GRAV- 980,694.5 (mgal) NAVD 88 RP0720 RP0720 VERT ORDER - FIRST CLASS II RP0720 RP0720.The horizontal coordinates were scaled from a topographic map and have RP0720.an estimated accuracy of +/- 6 seconds. RP0720 RP0720.The orthometric height was determined by differential leveling RP0720.and adjusted by the National Geodetic Survey in June 1991. RP0720 RP0720.The geoid height was determined by GEOID99. RP0720 RP0720.The dynamic height is computed by dividing the NAVD 88 RP0720.geopotential number by the normal gravity value computed on the RP0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0720.degrees latitude (g = 980.6199 gals.). RP0720 RP0720.The modeled gravity was interpolated from observed gravity values. RP0720 RP0720; North East Units Estimated Accuracy RP0720;SPC MN C - 311,370. 616,810. MT (+/- 180 meters Scaled) RP0720 RP0720 SUPERSEDED SURVEY CONTROL RP0720 RP0720.No superseded survey control is available for this station. RP0720 RP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS787941(NAD 83) RP0720_MARKER: DR = REFERENCE MARK DISK RP0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0720_STAMPING: WATTS 2 NO 3 1964 RP0720_MARK LOGO: CGS RP0720_PROJECTION: PROJECTING 8 CENTIMETERS RP0720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0720+STABILITY: SURFACE MOTION RP0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0720+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0720 RP0720 HISTORY - Date Condition Report By RP0720 HISTORY - 1964 MONUMENTED CGS RP0720 HISTORY - 1982 GOOD NGS RP0720 HISTORY - 19930908 GOOD MNDT RP0720 HISTORY - 19940809 GOOD MNDT RP0720 RP0720 STATION DESCRIPTION RP0720 RP0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0720'3.7 KM (2.3 MI) EAST FROM DILWORTH. RP0720'3.7 KM (2.4 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN RP0720'DILWORTH, AT THE JUNCTION OF COUNTY ROAD 11, 67.5 METERS (20.6 FT) RP0720'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 10 WESTBOUND, 2.1 METERS RP0720'(7.0 FT) SOUTHWEST OF A WATER HYDRANT, AND 27.6 METERS (90.52 FT) WEST RP0720'OF TRIANGULATION STATION WATTS 2. RP0720'THE MARK IS 0.41 M BELOW COUNTY ROAD. RP0720 RP0720 STATION RECOVERY (1993) RP0720 RP0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP0720'THE STATION, RM 3, AND RM 4 WERE RECOVERED. THE CHAINED DISTANCE RP0720'BETWEEN THE STATION AND RM 3 WAS LESS BY 0.20 FT (6.10 CM) THEN RP0720'PREVIOUSLY RECORDED. THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST RP0720'OF THE TOWN OF DILWORTH IN THE SE 1/4 OF SECTION 6, T139N, R47W. TO RP0720'REACH THE MARK FROM THE POST OFFICE IN DILWORTH JCT OF, GO EAST FOR RP0720'2.4 MI (3.9 KM) ON TH 10 TO THE JCT OF TH 10 AND CO RD 11. THE MARK, RP0720'A DISK SET IN A CONC MON, IS 67.5 FT (20.6 M) NORTH OF WB TH 10, 7 FT RP0720'(2.1 M) SW OF A FIRE HYDRANT, AND 90.32 FT (27.53 M) WEST OF STATION RP0720'WATTS 2. RECOVERED AND DESCRIBED BY DAVID K HERDER. TYPED BY D.J.E. RP0720 RP0720 STATION RECOVERY (1994) RP0720 RP0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0720'2.25 MI (3.62 KM) EAST OF DILWORTH, AT JCT OF TH 10 AND CO RD 11 IN RP0720'GLYNDON TWP, AT TH 10 MP 5.8, 66.8 FT (20.4 M) NORTH OF WB TH 10, 80.0 RP0720'FT (24.4 M) WEST OF POLE, 10.6 FT (3.2 M) SE OF R/W POST, 6.8 FT (2.1 RP0720'M) SSW OF HYDRANT, 5.5 FT (1.7 M) SSE OF WIT POST, 90.32 FT (27.53 M) RP0720'WEST OF STA WATTS 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 RP0719 *********************************************************************** RP0719 DESIGNATION - WATTS 2 RM 4 RP0719 PID - RP0719 RP0719 STATE/COUNTY- MN/CLAY RP0719 USGS QUAD - DILWORTH (1976) RP0719 RP0719 *CURRENT SURVEY CONTROL RP0719 ___________________________________________________________________ RP0719* NAD 83(1986)- 46 52 36. (N) 096 39 14. (W) SCALED RP0719* NAVD 88 - 280.415 (meters) 919.99 (feet) ADJUSTED RP0719 ___________________________________________________________________ RP0719 GEOID HEIGHT- -26.50 (meters) GEOID99 RP0719 DYNAMIC HT - 280.440 (meters) 920.08 (feet) COMP RP0719 MODELED GRAV- 980,694.5 (mgal) NAVD 88 RP0719 RP0719 VERT ORDER - FIRST CLASS II RP0719 RP0719.The horizontal coordinates were scaled from a topographic map and have RP0719.an estimated accuracy of +/- 6 seconds. RP0719 RP0719.The orthometric height was determined by differential leveling RP0719.and adjusted by the National Geodetic Survey in June 1991. RP0719 RP0719.The geoid height was determined by GEOID99. RP0719 RP0719.The dynamic height is computed by dividing the NAVD 88 RP0719.geopotential number by the normal gravity value computed on the RP0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RP0719.degrees latitude (g = 980.6199 gals.). RP0719 RP0719.The modeled gravity was interpolated from observed gravity values. RP0719 RP0719; North East Units Estimated Accuracy RP0719;SPC MN C - 311,370. 616,780. MT (+/- 180 meters Scaled) RP0719 RP0719 SUPERSEDED SURVEY CONTROL RP0719 RP0719.No superseded survey control is available for this station. RP0719 RP0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS787941(NAD 83) RP0719_MARKER: DR = REFERENCE MARK DISK RP0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT RP0719_STAMPING: WATTS 2 NO 4 1964 RP0719_MARK LOGO: CGS RP0719_PROJECTION: PROJECTING 8 CENTIMETERS RP0719_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT RP0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO RP0719+STABILITY: SURFACE MOTION RP0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RP0719+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994 RP0719 RP0719 HISTORY - Date Condition Report By RP0719 HISTORY - 1964 MONUMENTED CGS RP0719 HISTORY - 1982 GOOD NGS RP0719 HISTORY - 19930908 GOOD MNDT RP0719 HISTORY - 19940809 GOOD MNDT RP0719 RP0719 STATION DESCRIPTION RP0719 RP0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 RP0719'3.7 KM (2.3 MI) EAST FROM DILWORTH. RP0719'3.7 KM (2.4 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN RP0719'DILWORTH, AT THE JUNCTION OF COUNTY ROAD 11, 20.1 METERS (66.0 FT) RP0719'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 10 WESTBOUND, 0.30 METERS RP0719'(1.0 FT) EAST OF A POWERLINE POLE, AND 52.3 METERS (171.44 FT) WEST OF RP0719'TRIANGULATION STATION WATTS 2. RP0719'THE MARK IS 0.61 M BELOW COUNTY ROAD. RP0719 RP0719 STATION RECOVERY (1993) RP0719 RP0719'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH) RP0719'THE STATION, RM 3, AND RM 4 WERE RECOVERED. THE CHAINED DISTANCE RP0719'BETWEEN THE STATION AND RM 4 WAS LESS BY 0.23 FT (7.01 CM) THEN RP0719'PREVIOUSLY MEASURED. THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST RP0719'OF THE TOWN OF DILWORTH IN THE SE 1/4 OF SECTION 6, T139N, R47W. TO RP0719'REACH THE MARK FROM THE POST OFFICE IN DILWORTH JCT OF, GO EAST FOR RP0719'2.4 MI (3.9 KM) ON TH 10 TO THE JCT OF TH 10 AND CO RD 11. THE MARK, RP0719'A DISK SET IN A CONC MON, IS 66 FT (20.1 M) NORTH OF WB TH 10, 1.0 FT RP0719'(0.3 M) EAST OF A P-POLE, AND 171.21 FT (52.18 M) WEST OF STATION RP0719'WATTS 2. RECOVERED AND DESCRIBED BY DAVID K HERDER. TYPED BY D.J.E. RP0719 RP0719 STATION RECOVERY (1994) RP0719 RP0719'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS) RP0719'2.25 MI (3.62 KM) EAST OF DILWORTH, AT JCT OF TH 10 AND CO RD 11 IN RP0719'GLYNDON TWP, AT TH 10 MP 5.8, 65.2 FT (19.9 M) NORTH OF WB TH 10, 4.6 RP0719'FT (1.4 M) EAST OF POLE, 84.4 FT (25.7 M) WSW OF HYDRANT, 79.9 FT RP0719'(24.4 M) WSW OF WIT POST, 2.0 FT (0.6 M) EAST OF WIT POST, 171.21 FT RP0719'(52.18 M) WEST OF STA WATTS 2.