1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8818 *********************************************************************** AJ8818 DESIGNATION - 7102 S AJ8818 PID - AJ8818 AJ8818 STATE/COUNTY- MN/SHERBURNE AJ8818 USGS QUAD - MONTICELLO (1991) AJ8818 AJ8818 *CURRENT SURVEY CONTROL AJ8818 ___________________________________________________________________ AJ8818* NAD 83(1996)- 45 20 18.54685(N) 093 47 26.03488(W) ADJUSTED AJ8818* NAVD 88 - 288.90 (meters) 947.8 (feet) LEVELING AJ8818 ___________________________________________________________________ AJ8818 X - -296,904.558 (meters) COMP AJ8818 Y - -4,481,271.512 (meters) COMP AJ8818 Z - 4,514,055.081 (meters) COMP AJ8818 LAPLACE CORR- -3.17 (seconds) DEFLEC99 AJ8818 ELLIP HEIGHT- 261.15 (meters) (07/14/03) GPS OBS AJ8818 GEOID HEIGHT- -27.76 (meters) GEOID99 AJ8818 AJ8818 HORZ ORDER - FIRST AJ8818 VERT ORDER - THIRD ? AJ8818 ELLP ORDER - THIRD CLASS II AJ8818 AJ8818.The horizontal coordinates were established by GPS observations AJ8818.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8818 AJ8818.The orthometric height was determined by differential leveling. AJ8818.The vertical network tie was performed by a horz. field party for horz. AJ8818.obs reductions. Reset procedures were used to establish the elevation. AJ8818 AJ8818.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8818 AJ8818.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8818 AJ8818.The ellipsoidal height was determined by GPS observations AJ8818.and is referenced to NAD 83. AJ8818 AJ8818.The geoid height was determined by GEOID99. AJ8818 AJ8818; North East Units Scale Converg. AJ8818;SPC MN S - 359,865.069 816,416.207 MT 1.00002890 +0 08 48.5 AJ8818;UTM 15 - 5,020,856.894 438,059.342 MT 0.99964717 -0 33 44.4 AJ8818 AJ8818: Primary Azimuth Mark Grid Az AJ8818:SPC MN S - 7102 T 309 36 19.3 AJ8818:UTM 15 - 7102 T 310 18 52.2 AJ8818 AJ8818|---------------------------------------------------------------------| AJ8818| PID Reference Object Distance Geod. Az | AJ8818| dddmmss.s | AJ8818| AJ8819 7102 T APPROX. 1.4 KM 3094507.8 | AJ8818|---------------------------------------------------------------------| AJ8818 AJ8818 SUPERSEDED SURVEY CONTROL AJ8818 AJ8818.No superseded survey control is available for this station. AJ8818 AJ8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3805920857(NAD 83) AJ8818_MARKER: DD = SURVEY DISK AJ8818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8818_STAMPING: 7102 S 1996 AJ8818_MARK LOGO: MNDT AJ8818_PROJECTION: RECESSED 5 CENTIMETERS AJ8818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8818+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8818_ROD/PIPE-DEPTH: 12.2 meters AJ8818 AJ8818 HISTORY - Date Condition Report By AJ8818 HISTORY - 1996 MONUMENTED MNDT AJ8818 AJ8818 STATION DESCRIPTION AJ8818 AJ8818'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8818'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WNW OF BIG LAKE. TO REACH THE AJ8818'MARK, GO 2.2 MI (3.5 KM) WNW ALONG TH 10 FROM THE JCT OF TH 10 AND TH AJ8818'25 IN BIG LAKE TO TH 10 MP 201.4. THE MARK, A DISK SET ON A DRIVEN AJ8818'ALUMINUM ROD, IS 58.0 FT (17.7 M) SW OF SB TH 10, 52.8 FT (16.1 M) NE AJ8818'OF THE NORTH RAIL OF THE RR TRACKS, 34.7 FT (10.6 M) ESE OF A T-POLE, AJ8818'97.6 FT (29.7 M) WSW OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST. AJ8818'THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8819 *********************************************************************** AJ8819 DESIGNATION - 7102 T AJ8819 PID - AJ8819 AJ8819 STATE/COUNTY- MN/SHERBURNE AJ8819 USGS QUAD - MONTICELLO (1991) AJ8819 AJ8819 *CURRENT SURVEY CONTROL AJ8819 ___________________________________________________________________ AJ8819* NAD 83(1996)- 45 20 48.36407(N) 093 48 16.87810(W) ADJUSTED AJ8819* NAVD 88 - 289.48 (meters) 949.7 (feet) LEVELING AJ8819 ___________________________________________________________________ AJ8819 X - -297,965.738 (meters) COMP AJ8819 Y - -4,480,545.255 (meters) COMP AJ8819 Z - 4,514,702.537 (meters) COMP AJ8819 LAPLACE CORR- -2.92 (seconds) DEFLEC99 AJ8819 ELLIP HEIGHT- 261.76 (meters) (07/14/03) GPS OBS AJ8819 GEOID HEIGHT- -27.74 (meters) GEOID99 AJ8819 AJ8819 HORZ ORDER - FIRST AJ8819 VERT ORDER - THIRD ? AJ8819 ELLP ORDER - THIRD CLASS II AJ8819 AJ8819.The horizontal coordinates were established by GPS observations AJ8819.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8819 AJ8819.The orthometric height was determined by differential leveling. AJ8819.The vertical network tie was performed by a horz. field party for horz. AJ8819.obs reductions. Reset procedures were used to establish the elevation. AJ8819 AJ8819.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8819 AJ8819.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8819 AJ8819.The ellipsoidal height was determined by GPS observations AJ8819.and is referenced to NAD 83. AJ8819 AJ8819.The geoid height was determined by GEOID99. AJ8819 AJ8819; North East Units Scale Converg. AJ8819;SPC MN S - 360,782.864 815,306.992 MT 1.00003103 +0 08 12.8 AJ8819;UTM 15 - 5,021,787.994 436,961.992 MT 0.99964886 -0 34 20.8 AJ8819 AJ8819: Primary Azimuth Mark Grid Az AJ8819:SPC MN S - 7102 S 129 36 18.9 AJ8819:UTM 15 - 7102 S 130 18 52.5 AJ8819 AJ8819|---------------------------------------------------------------------| AJ8819| PID Reference Object Distance Geod. Az | AJ8819| dddmmss.s | AJ8819| AJ8818 7102 S APPROX. 1.4 KM 1294431.7 | AJ8819|---------------------------------------------------------------------| AJ8819 AJ8819 SUPERSEDED SURVEY CONTROL AJ8819 AJ8819.No superseded survey control is available for this station. AJ8819 AJ8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3696221788(NAD 83) AJ8819_MARKER: DD = SURVEY DISK AJ8819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8819_STAMPING: 7102 T 1996 AJ8819_MARK LOGO: MNDT AJ8819_PROJECTION: RECESSED 5 CENTIMETERS AJ8819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8819+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8819_ROD/PIPE-DEPTH: 15.2 meters AJ8819 AJ8819 HISTORY - Date Condition Report By AJ8819 HISTORY - 1996 MONUMENTED MNDT AJ8819 AJ8819 STATION DESCRIPTION AJ8819 AJ8819'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8819'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NW OF BIG LAKE. TO REACH THE AJ8819'MARK, GO 3.05 MI (4.91 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH AJ8819'25 IN BIG LAKE TO TH 10 MP 200.65. THE MARK, A DISK SET ON A DRIVEN AJ8819'ALUMINUM ROD, IS 49.5 FT (15.1 M) SW OF SB TH 10, 59.1 FT (18.0 M) NE AJ8819'OF THE NORTH RAIL OF THE RR TRACKS, 25.6 FT (7.8 M) SSE OF A T-POLE, AJ8819'106.1 FT (32.3 M) WNW OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT AJ8819'POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8820 *********************************************************************** AJ8820 DESIGNATION - 7102 U AJ8820 PID - AJ8820 AJ8820 STATE/COUNTY- MN/SHERBURNE AJ8820 USGS QUAD - MONTICELLO (1991) AJ8820 AJ8820 *CURRENT SURVEY CONTROL AJ8820 ___________________________________________________________________ AJ8820* NAD 83(1996)- 45 22 07.29117(N) 093 50 21.65163(W) ADJUSTED AJ8820* NAVD 88 - 293.28 (meters) 962.2 (feet) LEVELING AJ8820 ___________________________________________________________________ AJ8820 X - -300,560.142 (meters) COMP AJ8820 Y - -4,478,637.028 (meters) COMP AJ8820 Z - 4,516,417.512 (meters) COMP AJ8820 LAPLACE CORR- -2.60 (seconds) DEFLEC99 AJ8820 ELLIP HEIGHT- 265.61 (meters) (07/14/03) GPS OBS AJ8820 GEOID HEIGHT- -27.69 (meters) GEOID99 AJ8820 AJ8820 HORZ ORDER - FIRST AJ8820 VERT ORDER - THIRD ? AJ8820 ELLP ORDER - THIRD CLASS II AJ8820 AJ8820.The horizontal coordinates were established by GPS observations AJ8820.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8820 AJ8820.The orthometric height was determined by differential leveling. AJ8820.The vertical network tie was performed by a horz. field party for horz. AJ8820.obs reductions. Reset procedures were used to establish the elevation. AJ8820 AJ8820.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8820 AJ8820.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8820 AJ8820.The ellipsoidal height was determined by GPS observations AJ8820.and is referenced to NAD 83. AJ8820 AJ8820.The geoid height was determined by GEOID99. AJ8820 AJ8820; North East Units Scale Converg. AJ8820;SPC MN S - 363,213.656 812,585.882 MT 1.00003677 +0 06 45.4 AJ8820;UTM 15 - 5,024,251.357 434,272.227 MT 0.99965312 -0 35 50.4 AJ8820 AJ8820: Primary Azimuth Mark Grid Az AJ8820:SPC MN S - 7102 V 311 45 32.5 AJ8820:UTM 15 - 7102 V 312 28 08.3 AJ8820 AJ8820|---------------------------------------------------------------------| AJ8820| PID Reference Object Distance Geod. Az | AJ8820| dddmmss.s | AJ8820| AJ8821 7102 V APPROX. 1.3 KM 3115217.9 | AJ8820|---------------------------------------------------------------------| AJ8820 AJ8820 SUPERSEDED SURVEY CONTROL AJ8820 AJ8820.No superseded survey control is available for this station. AJ8820 AJ8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3427224251(NAD 83) AJ8820_MARKER: DD = SURVEY DISK AJ8820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8820_STAMPING: 7102 U 1996 AJ8820_MARK LOGO: MNDT AJ8820_PROJECTION: RECESSED 10 CENTIMETERS AJ8820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8820+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8820_ROD/PIPE-DEPTH: 7.6 meters AJ8820 AJ8820 HISTORY - Date Condition Report By AJ8820 HISTORY - 1996 MONUMENTED MNDT AJ8820 AJ8820 STATION DESCRIPTION AJ8820 AJ8820'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8820'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF BECKER. TO REACH THE AJ8820'MARK, GO 2.1 MI (3.4 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND CO AJ8820'RD 23 IN BECKER TO TH 10 MP 198.3. THE MARK, A DISK SET ON A DRIVEN AJ8820'ALUMINUM ROD, IS 53.0 FT (16.2 M) SW OF SB TH 10, 55.9 FT (17.0 M) NE AJ8820'OF THE NORTH RAIL OF THE RR TRACKS, 89.7 FT (27.3 M) WNW OF A T-POLE, AJ8820'35.0 FT (10.7 M) ESE OF A T-POLE, 153.8 FT (46.9 M) NW OF A CABLEBOX, AJ8820'AND 3.0 FT (0.9 M) NE OF A WIT POST. THE MARK IS RECESSED 0.4 FT AJ8820'(12.2 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8821 *********************************************************************** AJ8821 DESIGNATION - 7102 V AJ8821 PID - AJ8821 AJ8821 STATE/COUNTY- MN/SHERBURNE AJ8821 USGS QUAD - BECKER (1991) AJ8821 AJ8821 *CURRENT SURVEY CONTROL AJ8821 ___________________________________________________________________ AJ8821* NAD 83(1996)- 45 22 36.46427(N) 093 51 07.83531(W) ADJUSTED AJ8821* NAVD 88 - 293.35 (meters) 962.4 (feet) LEVELING AJ8821 ___________________________________________________________________ AJ8821 X - -301,519.862 (meters) COMP AJ8821 Y - -4,477,930.125 (meters) COMP AJ8821 Z - 4,517,050.281 (meters) COMP AJ8821 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AJ8821 ELLIP HEIGHT- 265.69 (meters) (07/14/03) GPS OBS AJ8821 GEOID HEIGHT- -27.67 (meters) GEOID99 AJ8821 AJ8821 HORZ ORDER - FIRST AJ8821 VERT ORDER - THIRD ? AJ8821 ELLP ORDER - THIRD CLASS II AJ8821 AJ8821.The horizontal coordinates were established by GPS observations AJ8821.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8821 AJ8821.The orthometric height was determined by differential leveling. AJ8821.The vertical network tie was performed by a horz. field party for horz. AJ8821.obs reductions. Reset procedures were used to establish the elevation. AJ8821 AJ8821.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8821 AJ8821.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8821 AJ8821.The ellipsoidal height was determined by GPS observations AJ8821.and is referenced to NAD 83. AJ8821 AJ8821.The geoid height was determined by GEOID99. AJ8821 AJ8821; North East Units Scale Converg. AJ8821;SPC MN S - 364,112.423 811,579.216 MT 1.00003893 +0 06 13.0 AJ8821;UTM 15 - 5,025,162.180 433,277.158 MT 0.99965474 -0 36 23.6 AJ8821 AJ8821: Primary Azimuth Mark Grid Az AJ8821:SPC MN S - 7102 U 131 45 32.1 AJ8821:UTM 15 - 7102 U 132 28 08.7 AJ8821 AJ8821|---------------------------------------------------------------------| AJ8821| PID Reference Object Distance Geod. Az | AJ8821| dddmmss.s | AJ8821| AJ8820 7102 U APPROX. 1.3 KM 1315145.1 | AJ8821|---------------------------------------------------------------------| AJ8821 AJ8821 SUPERSEDED SURVEY CONTROL AJ8821 AJ8821.No superseded survey control is available for this station. AJ8821 AJ8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3327725162(NAD 83) AJ8821_MARKER: DD = SURVEY DISK AJ8821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8821_STAMPING: 7102 V 1996 AJ8821_MARK LOGO: MNDT AJ8821_PROJECTION: RECESSED 5 CENTIMETERS AJ8821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8821+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8821_ROD/PIPE-DEPTH: 18.3 meters AJ8821 AJ8821 HISTORY - Date Condition Report By AJ8821 HISTORY - 1996 MONUMENTED MNDT AJ8821 AJ8821 STATION DESCRIPTION AJ8821 AJ8821'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8821'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF BECKER. TO REACH THE AJ8821'MARK, GO 1.3 MI (2.1 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND CO AJ8821'RD 23 IN BECKER TO TH 10 MP 197.5. THE MARK, A DISK SET ON A DRIVEN AJ8821'ALUMINUM ROD, IS 54.5 FT (16.6 M) SW OF SB TH 10, 54.2 FT (16.5 M) NE AJ8821'OF THE NORTH RAIL OF THE RR TRACKS, 86.0 FT (26.2 M) WNW OF A T-POLE, AJ8821'40.71 FT (12.41 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT AJ8821'POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8822 *********************************************************************** AJ8822 DESIGNATION - 7102 W AJ8822 PID - AJ8822 AJ8822 STATE/COUNTY- MN/SHERBURNE AJ8822 USGS QUAD - CLEAR LAKE (1991) AJ8822 AJ8822 *CURRENT SURVEY CONTROL AJ8822 ___________________________________________________________________ AJ8822* NAD 83(1996)- 45 23 44.59033(N) 093 52 55.52215(W) ADJUSTED AJ8822* NAVD 88 - 296.12 (meters) 971.5 (feet) LEVELING AJ8822 ___________________________________________________________________ AJ8822 X - -303,756.428 (meters) COMP AJ8822 Y - -4,476,280.281 (meters) COMP AJ8822 Z - 4,518,529.478 (meters) COMP AJ8822 LAPLACE CORR- -3.27 (seconds) DEFLEC99 AJ8822 ELLIP HEIGHT- 268.52 (meters) (07/14/03) GPS OBS AJ8822 GEOID HEIGHT- -27.62 (meters) GEOID99 AJ8822 AJ8822 HORZ ORDER - FIRST AJ8822 VERT ORDER - THIRD ? AJ8822 ELLP ORDER - THIRD CLASS II AJ8822 AJ8822.The horizontal coordinates were established by GPS observations AJ8822.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8822 AJ8822.The orthometric height was determined by differential leveling. AJ8822.The vertical network tie was performed by a horz. field party for horz. AJ8822.obs reductions. Reset procedures were used to establish the elevation. AJ8822 AJ8822.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8822 AJ8822.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8822 AJ8822.The ellipsoidal height was determined by GPS observations AJ8822.and is referenced to NAD 83. AJ8822 AJ8822.The geoid height was determined by GEOID99. AJ8822 AJ8822; North East Units Scale Converg. AJ8822;SPC MN S - 366,211.889 809,233.057 MT 1.00004406 +0 04 57.5 AJ8822;UTM 15 - 5,027,289.757 430,958.104 MT 0.99965861 -0 37 41.0 AJ8822 AJ8822: Primary Azimuth Mark Grid Az AJ8822:SPC MN S - 7102 X 311 45 52.5 AJ8822:UTM 15 - 7102 X 312 28 31.0 AJ8822 AJ8822|---------------------------------------------------------------------| AJ8822| PID Reference Object Distance Geod. Az | AJ8822| dddmmss.s | AJ8822| AJ8823 7102 X APPROX. 1.4 KM 3115050.0 | AJ8822|---------------------------------------------------------------------| AJ8822 AJ8822 SUPERSEDED SURVEY CONTROL AJ8822 AJ8822.No superseded survey control is available for this station. AJ8822 AJ8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3095827290(NAD 83) AJ8822_MARKER: DD = SURVEY DISK AJ8822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8822_STAMPING: 7102 W 1996 AJ8822_MARK LOGO: MNDT AJ8822_PROJECTION: RECESSED 8 CENTIMETERS AJ8822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8822+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8822_ROD/PIPE-DEPTH: 7.6 meters AJ8822 AJ8822 HISTORY - Date Condition Report By AJ8822 HISTORY - 1996 MONUMENTED MNDT AJ8822 AJ8822 STATION DESCRIPTION AJ8822 AJ8822'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8822'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NW OF BECKER. TO REACH THE AJ8822'MARK, GO 0.7 MI (1.1 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO AJ8822'RD 23 IN BECKER TO TH 10 MP 195.5. THE MARK, A DISK SET ON A DRIVEN AJ8822'ALUMINUM ROD, IS 47.5 FT (14.5 M) SW OF SB TH 10, 46.8 FT (14.3 M) NE AJ8822'OF THE NORTH RAIL OF THE RR TRACKS, 77.4 FT (23.6 M) NW OF A T-POLE, AJ8822'49.5 FT (15.1 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) SW OF A WIT POST. AJ8822'THE MARK IS RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8823 *********************************************************************** AJ8823 DESIGNATION - 7102 X AJ8823 PID - AJ8823 AJ8823 STATE/COUNTY- MN/SHERBURNE AJ8823 USGS QUAD - CLEAR LAKE (1991) AJ8823 AJ8823 *CURRENT SURVEY CONTROL AJ8823 ___________________________________________________________________ AJ8823* NAD 83(1996)- 45 24 15.36025(N) 093 53 44.29965(W) ADJUSTED AJ8823* NAVD 88 - 296.96 (meters) 974.3 (feet) LEVELING AJ8823 ___________________________________________________________________ AJ8823 X - -304,769.056 (meters) COMP AJ8823 Y - -4,475,534.077 (meters) COMP AJ8823 Z - 4,519,197.110 (meters) COMP AJ8823 LAPLACE CORR- -3.39 (seconds) DEFLEC99 AJ8823 ELLIP HEIGHT- 269.37 (meters) (07/14/03) GPS OBS AJ8823 GEOID HEIGHT- -27.59 (meters) GEOID99 AJ8823 AJ8823 HORZ ORDER - FIRST AJ8823 VERT ORDER - THIRD ? AJ8823 ELLP ORDER - THIRD CLASS II AJ8823 AJ8823.The horizontal coordinates were established by GPS observations AJ8823.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8823 AJ8823.The orthometric height was determined by differential leveling. AJ8823.The vertical network tie was performed by a horz. field party for horz. AJ8823.obs reductions. Reset procedures were used to establish the elevation. AJ8823 AJ8823.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8823 AJ8823.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8823 AJ8823.The ellipsoidal height was determined by GPS observations AJ8823.and is referenced to NAD 83. AJ8823 AJ8823.The geoid height was determined by GEOID99. AJ8823 AJ8823; North East Units Scale Converg. AJ8823;SPC MN S - 367,160.422 808,170.858 MT 1.00004641 +0 04 23.3 AJ8823;UTM 15 - 5,028,251.022 429,908.159 MT 0.99966040 -0 38 16.0 AJ8823 AJ8823: Primary Azimuth Mark Grid Az AJ8823:SPC MN S - 7102 W 131 45 52.0 AJ8823:UTM 15 - 7102 W 132 28 31.3 AJ8823 AJ8823|---------------------------------------------------------------------| AJ8823| PID Reference Object Distance Geod. Az | AJ8823| dddmmss.s | AJ8823| AJ8822 7102 W APPROX. 1.4 KM 1315015.3 | AJ8823|---------------------------------------------------------------------| AJ8823 AJ8823 SUPERSEDED SURVEY CONTROL AJ8823 AJ8823.No superseded survey control is available for this station. AJ8823 AJ8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2990828251(NAD 83) AJ8823_MARKER: DD = SURVEY DISK AJ8823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8823_STAMPING: 7102 X 1996 AJ8823_MARK LOGO: MNDT AJ8823_PROJECTION: RECESSED 3 CENTIMETERS AJ8823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8823+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8823_ROD/PIPE-DEPTH: 9.1 meters AJ8823 AJ8823 HISTORY - Date Condition Report By AJ8823 HISTORY - 1996 MONUMENTED MNDT AJ8823 AJ8823 STATION DESCRIPTION AJ8823 AJ8823'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8823'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF BECKER. TO REACH THE AJ8823'MARK, GO 1.55 MI (2.49 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO AJ8823'RD 23 IN BECKER TO TH 10 MP 194.65. THE MARK, A DISK SET ON A DRIVEN AJ8823'ALUMINUM ROD, IS 50.0 FT (15.2 M) SW OF SB TH 10, 44.4 FT (13.5 M) NE AJ8823'OF THE NORTH RAIL OF THE RR TRACKS, 53.3 FT (16.2 M) NNW OF A T-POLE, AJ8823'AND 3.0 FT (0.9 M) SW OF A WIT POST. THE MARK IS RECESSED 0.1 FT (3.0 AJ8823'CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8824 *********************************************************************** AJ8824 DESIGNATION - 7103 A AJ8824 PID - AJ8824 AJ8824 STATE/COUNTY- MN/SHERBURNE AJ8824 USGS QUAD - CLEAR LAKE (1991) AJ8824 AJ8824 *CURRENT SURVEY CONTROL AJ8824 ___________________________________________________________________ AJ8824* NAD 83(1996)- 45 24 40.52360(N) 093 54 24.36609(W) ADJUSTED AJ8824* NAVD 88 - 297.53 (meters) 976.1 (feet) LEVELING AJ8824 ___________________________________________________________________ AJ8824 X - -305,600.748 (meters) COMP AJ8824 Y - -4,474,923.272 (meters) COMP AJ8824 Z - 4,519,742.958 (meters) COMP AJ8824 LAPLACE CORR- -3.46 (seconds) DEFLEC99 AJ8824 ELLIP HEIGHT- 269.98 (meters) (07/14/03) GPS OBS AJ8824 GEOID HEIGHT- -27.57 (meters) GEOID99 AJ8824 AJ8824 HORZ ORDER - FIRST AJ8824 VERT ORDER - THIRD ? AJ8824 ELLP ORDER - THIRD CLASS II AJ8824 AJ8824.The horizontal coordinates were established by GPS observations AJ8824.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8824 AJ8824.The orthometric height was determined by differential leveling. AJ8824.The vertical network tie was performed by a horz. field party for horz. AJ8824.obs reductions. Reset procedures were used to establish the elevation. AJ8824 AJ8824.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8824 AJ8824.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8824 AJ8824.The ellipsoidal height was determined by GPS observations AJ8824.and is referenced to NAD 83. AJ8824 AJ8824.The geoid height was determined by GEOID99. AJ8824 AJ8824; North East Units Scale Converg. AJ8824;SPC MN S - 367,936.251 807,298.594 MT 1.00004835 +0 03 55.3 AJ8824;UTM 15 - 5,029,037.313 429,045.923 MT 0.99966190 -0 38 44.9 AJ8824 AJ8824 SUPERSEDED SURVEY CONTROL AJ8824 AJ8824.No superseded survey control is available for this station. AJ8824 AJ8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2904629037(NAD 83) AJ8824_MARKER: DD = SURVEY DISK AJ8824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8824_STAMPING: 7103 A 1996 AJ8824_MARK LOGO: MNDT AJ8824_PROJECTION: RECESSED 5 CENTIMETERS AJ8824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8824+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8824_ROD/PIPE-DEPTH: 16.5 meters AJ8824 AJ8824 HISTORY - Date Condition Report By AJ8824 HISTORY - 1996 MONUMENTED MNDT AJ8824 AJ8824 STATION DESCRIPTION AJ8824 AJ8824'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8824'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF BECKER. TO REACH THE AJ8824'MARK, GO 2.3 MI (3.7 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND CO RD AJ8824'23 IN BECKER TO TH 10 MP 193.9. THE MARK, A DISK SET ON A DRIVEN AJ8824'ALUMINUM ROD, IS 59.0 FT (18.0 M) SW OF SB TH 10, 34.4 FT (10.5 M) NE AJ8824'OF THE NORTH RAIL OF THE RR TRACKS, 94.2 FT (28.7 M) WNW OF A T-POLE, AJ8824'36.0 FT (11.0 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST. AJ8824'THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8825 *********************************************************************** AJ8825 DESIGNATION - 7103 B AJ8825 PID - AJ8825 AJ8825 STATE/COUNTY- MN/SHERBURNE AJ8825 USGS QUAD - CLEAR LAKE (1991) AJ8825 AJ8825 *CURRENT SURVEY CONTROL AJ8825 ___________________________________________________________________ AJ8825* NAD 83(1996)- 45 25 54.63413(N) 093 56 33.79623(W) ADJUSTED AJ8825* NAVD 88 - 300.38 (meters) 985.5 (feet) LEVELING AJ8825 ___________________________________________________________________ AJ8825 X - -308,296.759 (meters) COMP AJ8825 Y - -4,473,106.764 (meters) COMP AJ8825 Z - 4,521,350.982 (meters) COMP AJ8825 LAPLACE CORR- -3.48 (seconds) DEFLEC99 AJ8825 ELLIP HEIGHT- 272.89 (meters) (07/14/03) GPS OBS AJ8825 GEOID HEIGHT- -27.50 (meters) GEOID99 AJ8825 AJ8825 HORZ ORDER - FIRST AJ8825 VERT ORDER - THIRD ? AJ8825 ELLP ORDER - THIRD CLASS II AJ8825 AJ8825.The horizontal coordinates were established by GPS observations AJ8825.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8825 AJ8825.The orthometric height was determined by differential leveling. AJ8825.The vertical network tie was performed by a horz. field party for horz. AJ8825.obs reductions. Reset procedures were used to establish the elevation. AJ8825 AJ8825.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8825 AJ8825.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8825 AJ8825.The ellipsoidal height was determined by GPS observations AJ8825.and is referenced to NAD 83. AJ8825 AJ8825.The geoid height was determined by GEOID99. AJ8825 AJ8825; North East Units Scale Converg. AJ8825;SPC MN S - 370,221.734 804,482.443 MT 1.00005414 +0 02 24.5 AJ8825;UTM 15 - 5,031,356.690 426,259.446 MT 0.99966686 -0 40 17.9 AJ8825 AJ8825: Primary Azimuth Mark Grid Az AJ8825:SPC MN S - 7103 C 287 27 49.6 AJ8825:UTM 15 - 7103 C 288 10 32.0 AJ8825 AJ8825|---------------------------------------------------------------------| AJ8825| PID Reference Object Distance Geod. Az | AJ8825| dddmmss.s | AJ8825| AJ8826 7103 C APPROX. 1.3 KM 2873014.1 | AJ8825|---------------------------------------------------------------------| AJ8825 AJ8825 SUPERSEDED SURVEY CONTROL AJ8825 AJ8825.No superseded survey control is available for this station. AJ8825 AJ8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2625931357(NAD 83) AJ8825_MARKER: DD = SURVEY DISK AJ8825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8825_STAMPING: 7103 B 1996 AJ8825_MARK LOGO: MNDT AJ8825_PROJECTION: FLUSH AJ8825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8825+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8825_ROD/PIPE-DEPTH: 12.2 meters AJ8825 AJ8825 HISTORY - Date Condition Report By AJ8825 HISTORY - 1996 MONUMENTED MNDT AJ8825 AJ8825 STATION DESCRIPTION AJ8825 AJ8825'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8825'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NW OF BECKER. TO REACH THE AJ8825'MARK, GO 4.55 MI (7.32 KM) NW ON TH 10 FROM THE JCT TH 10 AND CO RD 23 AJ8825'IN BECKER TO TH 10 MP 191.6. THE MARK, A DISK SET ON A DRIVEN AJ8825'ALUMINUM ROD, IS 60.0 FT (18.3 M) SW OF SB TH 10, 33.9 FT (10.3 M) NE AJ8825'OF THE NORTH RAIL OF THE RR TRACKS, 61.4 FT (18.7 M) WEST OF A T-POLE, AJ8825'71.7 FT (21.9 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WITNESS AJ8825'POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8826 *********************************************************************** AJ8826 DESIGNATION - 7103 C AJ8826 PID - AJ8826 AJ8826 STATE/COUNTY- MN/SHERBURNE AJ8826 USGS QUAD - CLEAR LAKE (1991) AJ8826 AJ8826 *CURRENT SURVEY CONTROL AJ8826 ___________________________________________________________________ AJ8826* NAD 83(1996)- 45 26 07.51505(N) 093 57 31.82730(W) ADJUSTED AJ8826* NAVD 88 - 300.05 (meters) 984.4 (feet) LEVELING AJ8826 ___________________________________________________________________ AJ8826 X - -309,535.646 (meters) COMP AJ8826 Y - -4,472,736.979 (meters) COMP AJ8826 Z - 4,521,629.820 (meters) COMP AJ8826 LAPLACE CORR- -3.56 (seconds) DEFLEC99 AJ8826 ELLIP HEIGHT- 272.57 (meters) (07/14/03) GPS OBS AJ8826 GEOID HEIGHT- -27.47 (meters) GEOID99 AJ8826 AJ8826 HORZ ORDER - FIRST AJ8826 VERT ORDER - THIRD ? AJ8826 ELLP ORDER - THIRD CLASS II AJ8826 AJ8826.The horizontal coordinates were established by GPS observations AJ8826.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8826 AJ8826.The orthometric height was determined by differential leveling. AJ8826.The vertical network tie was performed by a horz. field party for horz. AJ8826.obs reductions. Reset procedures were used to establish the elevation. AJ8826 AJ8826.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8826 AJ8826.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8826 AJ8826.The ellipsoidal height was determined by GPS observations AJ8826.and is referenced to NAD 83. AJ8826 AJ8826.The geoid height was determined by GEOID99. AJ8826 AJ8826; North East Units Scale Converg. AJ8826;SPC MN S - 370,618.660 803,220.767 MT 1.00005516 +0 01 43.9 AJ8826;UTM 15 - 5,031,769.102 425,003.286 MT 0.99966915 -0 40 59.4 AJ8826 AJ8826: Primary Azimuth Mark Grid Az AJ8826:SPC MN S - 7103 B 107 27 48.9 AJ8826:UTM 15 - 7103 B 108 10 32.2 AJ8826 AJ8826|---------------------------------------------------------------------| AJ8826| PID Reference Object Distance Geod. Az | AJ8826| dddmmss.s | AJ8826| AJ8825 7103 B APPROX. 1.3 KM 1072932.8 | AJ8826| AJ8827 7103 D APPROX. 1.3 KM 2872143.3 | AJ8826|---------------------------------------------------------------------| AJ8826 AJ8826 SUPERSEDED SURVEY CONTROL AJ8826 AJ8826.No superseded survey control is available for this station. AJ8826 AJ8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2500331769(NAD 83) AJ8826_MARKER: DD = SURVEY DISK AJ8826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8826_STAMPING: 7103 C 1996 AJ8826_MARK LOGO: MNDT AJ8826_PROJECTION: FLUSH AJ8826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8826+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8826_ROD/PIPE-DEPTH: 21.3 meters AJ8826 AJ8826 HISTORY - Date Condition Report By AJ8826 HISTORY - 1996 MONUMENTED MNDT AJ8826 AJ8826 STATION DESCRIPTION AJ8826 AJ8826'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8826'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NW OF BECKER. TO REACH THE AJ8826'MARK, GO 5.35 MI (8.61 KM) NW ON TH 10 FROM THE JCT TH 10 AND CO RD 23 AJ8826'IN BECKER TO TH 10 MP 190.8. THE MARK, A DISK SET ON A DRIVEN AJ8826'ALUMINUM ROD, IS 50.0 FT (15.2 M) SW OF SB TH 10, 43.3 FT (13.2 M) NE AJ8826'OF THE NORTH RAIL OF THE RR TRACKS, 98.2 FT (29.9 M) NW OF A T-POLE, AJ8826'33.2 FT (10.1 M) SE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8827 *********************************************************************** AJ8827 DESIGNATION - 7103 D AJ8827 PID - AJ8827 AJ8827 STATE/COUNTY- MN/SHERBURNE AJ8827 USGS QUAD - CLEAR LAKE (1991) AJ8827 AJ8827 *CURRENT SURVEY CONTROL AJ8827 ___________________________________________________________________ AJ8827* NAD 83(1996)- 45 26 20.45427(N) 093 58 30.63250(W) ADJUSTED AJ8827* NAVD 88 - 301.44 (meters) 989.0 (feet) LEVELING AJ8827 ___________________________________________________________________ AJ8827 X - -310,791.129 (meters) COMP AJ8827 Y - -4,472,365.606 (meters) COMP AJ8827 Z - 4,521,911.144 (meters) COMP AJ8827 LAPLACE CORR- -3.60 (seconds) DEFLEC99 AJ8827 ELLIP HEIGHT- 273.99 (meters) (07/14/03) GPS OBS AJ8827 GEOID HEIGHT- -27.45 (meters) GEOID99 AJ8827 AJ8827 HORZ ORDER - FIRST AJ8827 VERT ORDER - THIRD ? AJ8827 ELLP ORDER - THIRD CLASS II AJ8827 AJ8827.The horizontal coordinates were established by GPS observations AJ8827.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8827 AJ8827.The orthometric height was determined by differential leveling. AJ8827.The vertical network tie was performed by a horz. field party for horz. AJ8827.obs reductions. Reset procedures were used to establish the elevation. AJ8827 AJ8827.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8827 AJ8827.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8827 AJ8827.The ellipsoidal height was determined by GPS observations AJ8827.and is referenced to NAD 83. AJ8827 AJ8827.The geoid height was determined by GEOID99. AJ8827 AJ8827; North East Units Scale Converg. AJ8827;SPC MN S - 371,017.630 801,942.422 MT 1.00005619 +0 01 02.6 AJ8827;UTM 15 - 5,032,183.769 423,730.489 MT 0.99967152 -0 41 41.5 AJ8827 AJ8827: Primary Azimuth Mark Grid Az AJ8827:SPC MN S - 7103 C 107 19 58.8 AJ8827:UTM 15 - 7103 C 108 02 42.9 AJ8827 AJ8827|---------------------------------------------------------------------| AJ8827| PID Reference Object Distance Geod. Az | AJ8827| dddmmss.s | AJ8827| AJ8826 7103 C APPROX. 1.3 KM 1072101.4 | AJ8827|---------------------------------------------------------------------| AJ8827 AJ8827 SUPERSEDED SURVEY CONTROL AJ8827 AJ8827.No superseded survey control is available for this station. AJ8827 AJ8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2373032184(NAD 83) AJ8827_MARKER: DD = SURVEY DISK AJ8827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8827_STAMPING: 7103 D 1996 AJ8827_MARK LOGO: MNDT AJ8827_PROJECTION: RECESSED 3 CENTIMETERS AJ8827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8827+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8827_ROD/PIPE-DEPTH: 16.8 meters AJ8827 AJ8827 HISTORY - Date Condition Report By AJ8827 HISTORY - 1996 MONUMENTED MNDT AJ8827 AJ8827 STATION DESCRIPTION AJ8827 AJ8827'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8827'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF CLEAR LAKE. TO REACH AJ8827'THE MARK, GO 0.85 MI (1.37 KM) SE ON TH 10 FROM THE JCT TH 10 AND TH AJ8827'24 IN CLEAR LAKE TO TH 10 MP 189.95. THE MARK, A DISK SET ON A DRIVEN AJ8827'ALUMINUM ROD, IS 51.0 FT (15.5 M) SW OF SB TH 10, 43.4 FT (13.2 M) NE AJ8827'OF THE NORTH RAIL OF THE RR TRACKS, 44.4 FT (13.5 M) NW OF A T-POLE, AJ8827'75.0 FT (22.9 M) SE OF A T-POLE, 149.8 FT (45.7 M) WEST OF MP 190 SIGN AJ8827'POST, AND 3.0 FT (0.9 M) NE OF A WIT POST. THE MARK IS RECESSED 0.1 AJ8827'FT (3.0 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8828 *********************************************************************** AJ8828 DESIGNATION - 7103 F AJ8828 PID - AJ8828 AJ8828 STATE/COUNTY- MN/SHERBURNE AJ8828 USGS QUAD - CLEARWATER (1991) AJ8828 AJ8828 *CURRENT SURVEY CONTROL AJ8828 ___________________________________________________________________ AJ8828* NAD 83(1996)- 45 27 32.68932(N) 094 00 47.26282(W) ADJUSTED AJ8828* NAVD 88 - 304.28 (meters) 998.3 (feet) LEVELING AJ8828 ___________________________________________________________________ AJ8828 X - -313,642.484 (meters) COMP AJ8828 Y - -4,470,575.415 (meters) COMP AJ8828 Z - 4,523,477.774 (meters) COMP AJ8828 LAPLACE CORR- -3.84 (seconds) DEFLEC99 AJ8828 ELLIP HEIGHT- 276.90 (meters) (07/14/03) GPS OBS AJ8828 GEOID HEIGHT- -27.37 (meters) GEOID99 AJ8828 AJ8828 HORZ ORDER - FIRST AJ8828 VERT ORDER - THIRD ? AJ8828 ELLP ORDER - THIRD CLASS II AJ8828 AJ8828.The horizontal coordinates were established by GPS observations AJ8828.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8828 AJ8828.The orthometric height was determined by differential leveling. AJ8828.The vertical network tie was performed by a horz. field party for horz. AJ8828.obs reductions. Reset procedures were used to establish the elevation. AJ8828 AJ8828.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8828 AJ8828.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8828 AJ8828.The ellipsoidal height was determined by GPS observations AJ8828.and is referenced to NAD 83. AJ8828 AJ8828.The geoid height was determined by GEOID99. AJ8828 AJ8828; North East Units Scale Converg. AJ8828;SPC MN S - 373,247.616 798,973.090 MT 1.00006201 -0 00 33.1 AJ8828;UTM 15 - 5,034,449.640 420,790.252 MT 0.99967714 -0 43 19.7 AJ8828 AJ8828: Primary Azimuth Mark Grid Az AJ8828:SPC MN S - 7103 G 320 41 24.7 AJ8828:UTM 15 - 7103 G 321 24 11.3 AJ8828 AJ8828|---------------------------------------------------------------------| AJ8828| PID Reference Object Distance Geod. Az | AJ8828| dddmmss.s | AJ8828| AJ8829 7103 G APPROX. 1.3 KM 3204051.6 | AJ8828|---------------------------------------------------------------------| AJ8828 AJ8828 SUPERSEDED SURVEY CONTROL AJ8828 AJ8828.No superseded survey control is available for this station. AJ8828 AJ8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2079034450(NAD 83) AJ8828_MARKER: DD = SURVEY DISK AJ8828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8828_STAMPING: 7103 F 1996 AJ8828_MARK LOGO: MNDT AJ8828_PROJECTION: RECESSED 5 CENTIMETERS AJ8828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8828+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8828_ROD/PIPE-DEPTH: 12.2 meters AJ8828 AJ8828 HISTORY - Date Condition Report By AJ8828 HISTORY - 1996 MONUMENTED MNDT AJ8828 AJ8828 STATION DESCRIPTION AJ8828 AJ8828'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8828'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NW OF CLEAR LAKE. TO REACH AJ8828'THE MAFK, GO 1.15 MI (1.85 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND AJ8828'TH 24 IN CLEAR LAKE TO TH 10 MP 187.6. THE MARK, A DISK SET ON A AJ8828'DRIVEN ALUMINUM ROD, IS 58.5 FT (17.8 M) SW OF SB TH 10, 69.5 FT (21.2 AJ8828'M) NNW OF A T-POLE, 59.6 FT (18.2 M) SSW OF A T-POLE, 35.0 FT (10.7 M) AJ8828'NE OF THE NORTH RAIL OF THE RR TRACKS, AND 3.0 FT (0.9 M) NE OF A WIT AJ8828'POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8829 *********************************************************************** AJ8829 DESIGNATION - 7103 G AJ8829 PID - AJ8829 AJ8829 STATE/COUNTY- MN/SHERBURNE AJ8829 USGS QUAD - CLEARWATER (1991) AJ8829 AJ8829 *CURRENT SURVEY CONTROL AJ8829 ___________________________________________________________________ AJ8829* NAD 83(1996)- 45 28 06.42105(N) 094 01 26.52983(W) ADJUSTED AJ8829* NAVD 88 - 303.93 (meters) 997.1 (feet) LEVELING AJ8829 ___________________________________________________________________ AJ8829 X - -314,441.441 (meters) COMP AJ8829 Y - -4,469,774.895 (meters) COMP AJ8829 Z - 4,524,207.961 (meters) COMP AJ8829 LAPLACE CORR- -3.94 (seconds) DEFLEC99 AJ8829 ELLIP HEIGHT- 276.58 (meters) (07/14/03) GPS OBS AJ8829 GEOID HEIGHT- -27.34 (meters) GEOID99 AJ8829 AJ8829 HORZ ORDER - FIRST AJ8829 VERT ORDER - THIRD ? AJ8829 ELLP ORDER - THIRD CLASS II AJ8829 AJ8829.The horizontal coordinates were established by GPS observations AJ8829.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8829 AJ8829.The orthometric height was determined by differential leveling. AJ8829.The vertical network tie was performed by a horz. field party for horz. AJ8829.obs reductions. Reset procedures were used to establish the elevation. AJ8829 AJ8829.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8829 AJ8829.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8829 AJ8829.The ellipsoidal height was determined by GPS observations AJ8829.and is referenced to NAD 83. AJ8829 AJ8829.The geoid height was determined by GEOID99. AJ8829 AJ8829; North East Units Scale Converg. AJ8829;SPC MN S - 374,289.258 798,120.217 MT 1.00006478 -0 01 00.7 AJ8829;UTM 15 - 5,035,501.409 419,950.732 MT 0.99967878 -0 43 48.1 AJ8829 AJ8829: Primary Azimuth Mark Grid Az AJ8829:SPC MN S - 7103 F 140 41 24.3 AJ8829:UTM 15 - 7103 F 141 24 11.7 AJ8829 AJ8829|---------------------------------------------------------------------| AJ8829| PID Reference Object Distance Geod. Az | AJ8829| dddmmss.s | AJ8829| AJ8828 7103 F APPROX. 1.3 KM 1404023.6 | AJ8829|---------------------------------------------------------------------| AJ8829 AJ8829 SUPERSEDED SURVEY CONTROL AJ8829 AJ8829.No superseded survey control is available for this station. AJ8829 AJ8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1995135501(NAD 83) AJ8829_MARKER: DD = SURVEY DISK AJ8829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8829_STAMPING: 7103 G 1996 AJ8829_MARK LOGO: MNDT AJ8829_PROJECTION: PROJECTING 3 CENTIMETERS AJ8829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8829+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997 AJ8829_ROD/PIPE-DEPTH: 15.2 meters AJ8829 AJ8829 HISTORY - Date Condition Report By AJ8829 HISTORY - 1996 MONUMENTED MNDT AJ8829 HISTORY - 19970716 SEE DESCRIPTION MNDT AJ8829 AJ8829 STATION DESCRIPTION AJ8829 AJ8829'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8829'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF CLEAR LAKE. TO REACH AJ8829'THE MARK, GO 2.0 MI (3.2 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND TH AJ8829'24 IN CLEAR LAKE TO TH 10 MP 186.75. THE MARK, A DISK SET ON A DRIVEN AJ8829'ALUMINUM ROD, IS 45.5 FT (13.9 M) SW OF SB TH 10, 61.0 FT (18.6 M) NNW AJ8829'OF A T-POLE, 71.5 FT (21.8 M) SSW OF A T-POLE, 48.8 FT (14.9 M) NE OF AJ8829'THE NORTH RAIL OF THE RR TRACKS, AND 3.0 FT (0.9 M) NE OF A WIT POST. AJ8829'THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND. AJ8829 AJ8829 STATION RECOVERY (1997) AJ8829 AJ8829'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (GMS) AJ8829'THE MARK IS LOCATED 2 MI (3.2 KM) NW OF CLEAR LAKE, 2.0 MI (3.2 KM) NW AJ8829'OF THE JCT OF TH 10 AND TH 24, AT TH 10 MP 186.75, 45 FT (13.7 M) SW AJ8829'OF SB TH 10, 61 FT (18.6 M) NNW OF A T-POLE, 71.5 FT (21.8 M) SSW OF A AJ8829'T-POLE, 48.8 FT (14.9 M) NE OF THE NORTH RR RAIL, 3 FT (0.9 M) NE OF A AJ8829'WIT POST. RECESSED 1 INCH WHEN ORIGINAL DESCRIPTION WAS WRITTEN IN AJ8829'1996, WHEN STATION WAS OCCUPIED IN 1997 MARK WAS NICKED AND PROJECTING AJ8829'1 INCH . 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8830 *********************************************************************** AJ8830 DESIGNATION - 7103 N AJ8830 PID - AJ8830 AJ8830 STATE/COUNTY- MN/SHERBURNE AJ8830 USGS QUAD - CABLE (1993) AJ8830 AJ8830 *CURRENT SURVEY CONTROL AJ8830 ___________________________________________________________________ AJ8830* NAD 83(1996)- 45 32 26.81368(N) 094 06 28.16243(W) ADJUSTED AJ8830* NAVD 88 - 308.50 (meters) 1012.1 (feet) LEVELING AJ8830 ___________________________________________________________________ AJ8830 X - -320,566.960 (meters) COMP AJ8830 Y - -4,463,593.840 (meters) COMP AJ8830 Z - 4,529,845.792 (meters) COMP AJ8830 LAPLACE CORR- -3.93 (seconds) DEFLEC99 AJ8830 ELLIP HEIGHT- 281.38 (meters) (07/14/03) GPS OBS AJ8830 GEOID HEIGHT- -27.11 (meters) GEOID99 AJ8830 AJ8830 HORZ ORDER - FIRST AJ8830 VERT ORDER - THIRD ? AJ8830 ELLP ORDER - THIRD CLASS II AJ8830 AJ8830.The horizontal coordinates were established by GPS observations AJ8830.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8830 AJ8830.The orthometric height was determined by differential leveling. AJ8830.The vertical network tie was performed by a horz. field party for horz. AJ8830.obs reductions. Reset procedures were used to establish the elevation. AJ8830 AJ8830.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8830 AJ8830.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8830 AJ8830.The ellipsoidal height was determined by GPS observations AJ8830.and is referenced to NAD 83. AJ8830 AJ8830.The geoid height was determined by GEOID99. AJ8830 AJ8830; North East Units Scale Converg. AJ8830;SPC MN S - 382,334.162 791,578.127 MT 1.00008700 -0 04 32.1 AJ8830;UTM 15 - 5,043,624.059 413,511.939 MT 0.99969197 -0 47 26.7 AJ8830 AJ8830 SUPERSEDED SURVEY CONTROL AJ8830 AJ8830.No superseded survey control is available for this station. AJ8830 AJ8830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1351243624(NAD 83) AJ8830_MARKER: DD = SURVEY DISK AJ8830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8830_STAMPING: 7103 N 1996 AJ8830_MARK LOGO: MNDT AJ8830_PROJECTION: RECESSED 8 CENTIMETERS AJ8830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8830+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8830_ROD/PIPE-DEPTH: 7.9 meters AJ8830 AJ8830 HISTORY - Date Condition Report By AJ8830 HISTORY - 1996 MONUMENTED MNDT AJ8830 AJ8830 STATION DESCRIPTION AJ8830 AJ8830'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8830'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF ST CLOUD. TO REACH THE AJ8830'MARK, GO 2.3 MI (3.7 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND TH AJ8830'23 IN ST CLOUD TO TH 10 MP 180.3. THE MARK, A DISK SET ON A DRIVEN AJ8830'ALUMINUM ROD, IS 77.0 FT (23.5 M) NE OF NB TH 10, 46.2 FT (14.1 M) SE AJ8830'OF A P-POLE, 41.0 FT (12.5 M) SW OF A GRAVEL RD, 102.9 FT (31.4 M) AJ8830'SOUTH OF A FENCE COR POST, AND 3.0 FT (0.9 M) SW OF A WIT POST. THE AJ8830'MARK IS RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8831 *********************************************************************** AJ8831 DESIGNATION - 7104 B AJ8831 PID - AJ8831 AJ8831 STATE/COUNTY- MN/SHERBURNE AJ8831 USGS QUAD - MONTICELLO (1991) AJ8831 AJ8831 *CURRENT SURVEY CONTROL AJ8831 ___________________________________________________________________ AJ8831* NAD 83(1996)- 45 19 17.12677(N) 093 45 41.37615(W) ADJUSTED AJ8831* NAVD 88 - 285.48 (meters) 936.6 (feet) LEVELING AJ8831 ___________________________________________________________________ AJ8831 X - -294,719.032 (meters) COMP AJ8831 Y - -4,482,764.776 (meters) COMP AJ8831 Z - 4,512,719.526 (meters) COMP AJ8831 LAPLACE CORR- -3.84 (seconds) DEFLEC99 AJ8831 ELLIP HEIGHT- 257.68 (meters) (07/14/03) GPS OBS AJ8831 GEOID HEIGHT- -27.81 (meters) GEOID99 AJ8831 AJ8831 HORZ ORDER - FIRST AJ8831 VERT ORDER - THIRD ? AJ8831 ELLP ORDER - THIRD CLASS II AJ8831 AJ8831.The horizontal coordinates were established by GPS observations AJ8831.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8831 AJ8831.The orthometric height was determined by differential leveling. AJ8831.The vertical network tie was performed by a horz. field party for horz. AJ8831.obs reductions. Reset procedures were used to establish the elevation. AJ8831 AJ8831.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8831 AJ8831.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8831 AJ8831.The ellipsoidal height was determined by GPS observations AJ8831.and is referenced to NAD 83. AJ8831 AJ8831.The geoid height was determined by GEOID99. AJ8831 AJ8831; North East Units Scale Converg. AJ8831;SPC MN S - 357,975.126 818,700.485 MT 1.00002458 +0 10 01.8 AJ8831;UTM 15 - 5,018,939.566 440,319.201 MT 0.99964379 -0 32 29.3 AJ8831 AJ8831 SUPERSEDED SURVEY CONTROL AJ8831 AJ8831.No superseded survey control is available for this station. AJ8831 AJ8831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4031918940(NAD 83) AJ8831_MARKER: DD = SURVEY DISK AJ8831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8831_STAMPING: 7104 B 1996 AJ8831_MARK LOGO: MNDT AJ8831_PROJECTION: RECESSED 5 CENTIMETERS AJ8831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8831+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8831_ROD/PIPE-DEPTH: 9.1 meters AJ8831 AJ8831 HISTORY - Date Condition Report By AJ8831 HISTORY - 1996 MONUMENTED MNDT AJ8831 AJ8831 STATION DESCRIPTION AJ8831 AJ8831'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8831'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SW OF BIG LAKE. TO REACH THE AJ8831'MARK, GO 1.1 MI (1.8 KM) SW ALONG TH 25 FROM THE JCT OF TH 25 AND TH AJ8831'10 IN BIG LAKE TO TH 25 MP 70.6. THE MARK, A DISK SET ON A DRIVEN AJ8831'ALUMINUM ROD, IS 87.0 FT (26.5 M) SE OF TH 25, 141.1 FT (43.0 M) EAST AJ8831'OF A P-POLE, 112.1 FT (34.2 M) SSW OF A P-POLE, 3.6 FT (1.1 M) NW OF A AJ8831'FENCE, 12.4 FT (3.8 M) NE OF A FENCE COR, AND 3.0 FT (0.9 M) NW OF A AJ8831'WIT POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8832 *********************************************************************** AJ8832 DESIGNATION - 7104 C AJ8832 PID - AJ8832 AJ8832 STATE/COUNTY- MN/SHERBURNE AJ8832 USGS QUAD - BIG LAKE (1991) AJ8832 AJ8832 *CURRENT SURVEY CONTROL AJ8832 ___________________________________________________________________ AJ8832* NAD 83(1996)- 45 19 52.57062(N) 093 44 46.18002(W) ADJUSTED AJ8832* NAVD 88 - 285.55 (meters) 936.8 (feet) LEVELING AJ8832 ___________________________________________________________________ AJ8832 X - -293,468.601 (meters) COMP AJ8832 Y - -4,482,067.029 (meters) COMP AJ8832 Z - 4,513,488.898 (meters) COMP AJ8832 LAPLACE CORR- -4.12 (seconds) DEFLEC99 AJ8832 ELLIP HEIGHT- 257.73 (meters) (07/14/03) GPS OBS AJ8832 GEOID HEIGHT- -27.82 (meters) GEOID99 AJ8832 AJ8832 HORZ ORDER - FIRST AJ8832 VERT ORDER - THIRD ? AJ8832 ELLP ORDER - THIRD CLASS II AJ8832 AJ8832.The horizontal coordinates were established by GPS observations AJ8832.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8832 AJ8832.The orthometric height was determined by differential leveling. AJ8832.The vertical network tie was performed by a horz. field party for horz. AJ8832.obs reductions. Reset procedures were used to establish the elevation. AJ8832 AJ8832.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8832 AJ8832.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8832 AJ8832.The ellipsoidal height was determined by GPS observations AJ8832.and is referenced to NAD 83. AJ8832 AJ8832.The geoid height was determined by GEOID99. AJ8832 AJ8832; North East Units Scale Converg. AJ8832;SPC MN S - 359,072.981 819,899.233 MT 1.00002706 +0 10 40.5 AJ8832;UTM 15 - 5,020,022.097 441,530.971 MT 0.99964203 -0 31 50.4 AJ8832 AJ8832 SUPERSEDED SURVEY CONTROL AJ8832 AJ8832.No superseded survey control is available for this station. AJ8832 AJ8832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4153120022(NAD 83) AJ8832_MARKER: DD = SURVEY DISK AJ8832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8832_STAMPING: 7104 C 1996 AJ8832_MARK LOGO: MNDT AJ8832_PROJECTION: RECESSED 3 CENTIMETERS AJ8832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8832+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8832_ROD/PIPE-DEPTH: 9.1 meters AJ8832 AJ8832 HISTORY - Date Condition Report By AJ8832 HISTORY - 1996 MONUMENTED MNDT AJ8832 AJ8832 STATION DESCRIPTION AJ8832 AJ8832'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8832'THE MARK IS LOCATED IN BIG LAKE. TO REACH THE MARK, GO 0.1 MI (0.2 AJ8832'KM) SSW ALONG TH 25 FROM THE JCT OF TH 25 AND TH 10 IN BIG LAKE TO TH AJ8832'25 MP 71.6. THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 45.0 FT AJ8832'(13.7 M) WNW OF TH 25, 44.4 FT (13.5 M) SSW OF THE SOUTH RAIL OF THE AJ8832'RR TRACKS, 43.0 FT (13.1 M) NORTH OF A R/W POST, 88.2 FT (26.9 M) WNW AJ8832'OF A P-POLE, 172.1 FT (52.5 M) NORTH OF A P-POLE, 61.3 FT (18.7 M) SW AJ8832'OF A RR CROSSING LIGHT, 109.6 FT (33.4 M) SOUTH OF A P-POLE, AND 3.0 AJ8832'FT (0.9 M) EAST OF A WIT POST. THE MARK IS RECESSED 0.1 FT (3.0 CM) AJ8832'BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8833 *********************************************************************** AJ8833 DESIGNATION - 7108 A AJ8833 PID - AJ8833 AJ8833 STATE/COUNTY- MN/SHERBURNE AJ8833 USGS QUAD - CLEARWATER (1991) AJ8833 AJ8833 *CURRENT SURVEY CONTROL AJ8833 ___________________________________________________________________ AJ8833* NAD 83(1996)- 45 25 53.49632(N) 094 01 08.88791(W) ADJUSTED AJ8833* NAVD 88 - 301.01 (meters) 987.6 (feet) LEVELING AJ8833 ___________________________________________________________________ AJ8833 X - -314,263.975 (meters) COMP AJ8833 Y - -4,472,717.085 (meters) COMP AJ8833 Z - 4,521,326.843 (meters) COMP AJ8833 LAPLACE CORR- -3.99 (seconds) DEFLEC99 AJ8833 ELLIP HEIGHT- 273.61 (meters) (07/14/03) GPS OBS AJ8833 GEOID HEIGHT- -27.39 (meters) GEOID99 AJ8833 AJ8833 HORZ ORDER - FIRST AJ8833 VERT ORDER - THIRD ? AJ8833 ELLP ORDER - THIRD CLASS II AJ8833 AJ8833.The horizontal coordinates were established by GPS observations AJ8833.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8833 AJ8833.The orthometric height was determined by differential leveling. AJ8833.The vertical network tie was performed by a horz. field party for horz. AJ8833.obs reductions. Reset procedures were used to establish the elevation. AJ8833 AJ8833.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8833 AJ8833.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8833 AJ8833.The ellipsoidal height was determined by GPS observations AJ8833.and is referenced to NAD 83. AJ8833 AJ8833.The geoid height was determined by GEOID99. AJ8833 AJ8833; North East Units Scale Converg. AJ8833;SPC MN S - 370,185.210 798,502.511 MT 1.00005405 -0 00 48.3 AJ8833;UTM 15 - 5,031,394.488 420,281.805 MT 0.99967813 -0 43 33.9 AJ8833 AJ8833: Primary Azimuth Mark Grid Az AJ8833:SPC MN S - 7108 B 044 03 14.8 AJ8833:UTM 15 - 7108 B 044 46 00.4 AJ8833 AJ8833|---------------------------------------------------------------------| AJ8833| PID Reference Object Distance Geod. Az | AJ8833| dddmmss.s | AJ8833| AJ8834 7108 B APPROX. 1.4 KM 0440226.5 | AJ8833|---------------------------------------------------------------------| AJ8833 AJ8833 SUPERSEDED SURVEY CONTROL AJ8833 AJ8833.No superseded survey control is available for this station. AJ8833 AJ8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2028231394(NAD 83) AJ8833_MARKER: DD = SURVEY DISK AJ8833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8833_STAMPING: 7108 A 1996 AJ8833_MARK LOGO: MNDT AJ8833_PROJECTION: FLUSH AJ8833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8833+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8833_ROD/PIPE-DEPTH: 18.0 meters AJ8833 AJ8833 HISTORY - Date Condition Report By AJ8833 HISTORY - 1996 MONUMENTED MNDT AJ8833 AJ8833 STATION DESCRIPTION AJ8833 AJ8833'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8833'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SW OF CLEAR LAKE. TO REACH AJ8833'THE MARK, GO 1.5 MI (2.4 KM) SW ON TH 24 FROM THE JCT TH 10 AND TH 24 AJ8833'IN CLEAR LAKE TO TH 24 MP 46.5. THE MARK, A DISK SET ON A DRIVEN AJ8833'ALUMINUM ROD, IS 64.5 FT (19.7 M) SE OF TH 24, 129.3 FT (39.4 M) NE OF AJ8833'A P-POLE, 169.0 FT (51.5 M) SW OF A P-POLE, AND 3.0 FT (0.9 M) NE OF A AJ8833'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8834 *********************************************************************** AJ8834 DESIGNATION - 7108 B AJ8834 PID - AJ8834 AJ8834 STATE/COUNTY- MN/SHERBURNE AJ8834 USGS QUAD - CLEARWATER (1991) AJ8834 AJ8834 *CURRENT SURVEY CONTROL AJ8834 ___________________________________________________________________ AJ8834* NAD 83(1996)- 45 26 26.41139(N) 094 00 23.66858(W) ADJUSTED AJ8834* NAVD 88 - 301.94 (meters) 990.6 (feet) LEVELING AJ8834 ___________________________________________________________________ AJ8834 X - -313,232.874 (meters) COMP AJ8834 Y - -4,472,064.278 (meters) COMP AJ8834 Z - 4,522,040.583 (meters) COMP AJ8834 LAPLACE CORR- -3.86 (seconds) DEFLEC99 AJ8834 ELLIP HEIGHT- 274.54 (meters) (07/14/03) GPS OBS AJ8834 GEOID HEIGHT- -27.40 (meters) GEOID99 AJ8834 AJ8834 HORZ ORDER - FIRST AJ8834 VERT ORDER - THIRD ? AJ8834 ELLP ORDER - THIRD CLASS II AJ8834 AJ8834.The horizontal coordinates were established by GPS observations AJ8834.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8834 AJ8834.The orthometric height was determined by differential leveling. AJ8834.The vertical network tie was performed by a horz. field party for horz. AJ8834.obs reductions. Reset procedures were used to establish the elevation. AJ8834 AJ8834.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8834 AJ8834.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8834 AJ8834.The ellipsoidal height was determined by GPS observations AJ8834.and is referenced to NAD 83. AJ8834 AJ8834.The geoid height was determined by GEOID99. AJ8834 AJ8834; North East Units Scale Converg. AJ8834;SPC MN S - 371,201.276 799,485.573 MT 1.00005667 -0 00 16.6 AJ8834;UTM 15 - 5,032,397.868 421,277.052 MT 0.99967619 -0 43 02.1 AJ8834 AJ8834: Primary Azimuth Mark Grid Az AJ8834:SPC MN S - 7108 A 224 03 15.3 AJ8834:UTM 15 - 7108 A 224 46 00.8 AJ8834 AJ8834|---------------------------------------------------------------------| AJ8834| PID Reference Object Distance Geod. Az | AJ8834| dddmmss.s | AJ8834| AJ8833 7108 A APPROX. 1.4 KM 2240258.7 | AJ8834|---------------------------------------------------------------------| AJ8834 AJ8834 SUPERSEDED SURVEY CONTROL AJ8834 AJ8834.No superseded survey control is available for this station. AJ8834 AJ8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2127732398(NAD 83) AJ8834_MARKER: DD = SURVEY DISK AJ8834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8834_STAMPING: 7108 B 1996 AJ8834_MARK LOGO: MNDT AJ8834_PROJECTION: RECESSED 3 CENTIMETERS AJ8834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8834+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8834_ROD/PIPE-DEPTH: 12.2 meters AJ8834 AJ8834 HISTORY - Date Condition Report By AJ8834 HISTORY - 1996 MONUMENTED MNDT AJ8834 AJ8834 STATION DESCRIPTION AJ8834 AJ8834'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8834'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SW OF CLEAR LAKE. TO REACH AJ8834'THE MARK, GO 0.6 MI (1.0 KM) SW ON TH 24 FROM THE JCT TH 10 AND TH 24 AJ8834'IN CLEAR LAKE TO TH 24 MP 47.35. THE MARK, A DISK SET ON A DRIVEN AJ8834'ALUMINUM ROD, IS 72.0 FT (21.9 M) NW OF TH 24, 40.5 FT (12.3 M) SW OF AJ8834'A DRIVEWAY, 19.0 FT (5.8 M) SW OF A P-POLE, 72.9 FT (22.2 M) SW OF A AJ8834'CONC R/W POST, 106.4 FT (32.4 M) SSE OF A FLAG POLE, 221.5 FT (67.5 M) AJ8834'ENE OF A CABLE PEDESTAL, AND 19.0 FT (5.8 M) SW OF A WIT POST. THE AJ8834'MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO2513 *********************************************************************** QO2513 DESIGNATION - ASAP QO2513 PID - QO2513 QO2513 STATE/COUNTY- MN/SHERBURNE QO2513 USGS QUAD - MONTICELLO (1991) QO2513 QO2513 *CURRENT SURVEY CONTROL QO2513 ___________________________________________________________________ QO2513* NAD 83(1996)- 45 19 59.66990(N) 093 45 48.91634(W) ADJUSTED QO2513* NAVD 88 - 287.49 (meters) 943.2 (feet) LEVELING QO2513 ___________________________________________________________________ QO2513 LAPLACE CORR- -3.76 (seconds) DEFLEC99 QO2513 GEOID HEIGHT- -27.80 (meters) GEOID99 QO2513 QO2513 HORZ ORDER - FIRST QO2513 VERT ORDER - THIRD ? QO2513 QO2513.The horizontal coordinates were established by GPS observations QO2513.and adjusted by the National Geodetic Survey in March 1999. QO2513 QO2513.The orthometric height was determined by differential leveling. QO2513.The vertical network tie was performed by a horz. field party for horz. QO2513.obs reductions. Reset procedures were used to establish the elevation. QO2513 QO2513.The Laplace correction was computed from DEFLEC99 derived deflections. QO2513 QO2513.The geoid height was determined by GEOID99. QO2513 QO2513; North East Units Scale Converg. QO2513;SPC MN S - 359,288.057 818,532.465 MT 1.00002756 +0 09 56.5 QO2513;UTM 15 - 5,020,253.972 440,167.491 MT 0.99964402 -0 32 35.1 QO2513 QO2513 SUPERSEDED SURVEY CONTROL QO2513 QO2513 NAD 83(1986)- 45 19 59.66549(N) 093 45 48.90725(W) AD( ) 1 QO2513 QO2513.Superseded values are not recommended for survey control. QO2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO2513.See file dsdata.txt to determine how the superseded data were derived. QO2513 QO2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4016720254(NAD 83) QO2513_MARKER: DH = HORIZONTAL CONTROL DISK QO2513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) QO2513_STAMPING: ASAP 1991 QO2513_MARK LOGO: MNDT QO2513_PROJECTION: RECESSED 10 CENTIMETERS QO2513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET QO2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO2513+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000 QO2513_ROD/PIPE-DEPTH: 7.01 meters QO2513_SLEEVE-DEPTH : 0.91 meters QO2513 QO2513 HISTORY - Date Condition Report By QO2513 HISTORY - 1991 MONUMENTED MNDT QO2513 HISTORY - 19960501 GOOD MNDT QO2513 HISTORY - 20001205 GOOD MNDT QO2513 QO2513 STATION DESCRIPTION QO2513 QO2513'DESCRIBED BY MN DEPT OF TRANSP 1991 QO2513'400 QO2513'0.85 MI (1.37 KM) WEST BIG LAKE, 45 FT (13.7 M) SOUTH EB TH 10, MP QO2513'202.85, 7.5 FT (2.3 M) WEST ENT, 44.2 FT (13.5 M) ENE P-POLE, 64.7 FT QO2513'(19.7 M) NORTH NORTH RAIL, 3.0 FT (0.9 M) EAST WIT POST. QO2513 QO2513 STATION RECOVERY (1996) QO2513 QO2513'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO2513'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. QO2513 QO2513 STATION RECOVERY (2000) QO2513 QO2513'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (CJB) QO2513'P-POLE IS GONE, OTHERWISE RECOVERED AS DESCRIBED, ACCESS COVER IS QO2513'FLUSH, DISK IS RECESSED 4 INCHES. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO2515 *********************************************************************** QO2515 CBN - This is a Cooperative Base Network Control Station. QO2515 DESIGNATION - BEULAH QO2515 PID - QO2515 QO2515 STATE/COUNTY- MN/SHERBURNE QO2515 USGS QUAD - MONTICELLO (1991) QO2515 QO2515 *CURRENT SURVEY CONTROL QO2515 ___________________________________________________________________ QO2515* NAD 83(1996)- 45 20 02.83831(N) 093 46 21.86979(W) ADJUSTED QO2515* NAVD 88 - 288.56 (meters) 946.7 (feet) LEVELING QO2515 ___________________________________________________________________ QO2515 X - -295,533.184 (meters) COMP QO2515 Y - -4,481,707.583 (meters) COMP QO2515 Z - 4,513,713.911 (meters) COMP QO2515 LAPLACE CORR- -3.56 (seconds) DEFLEC99 QO2515 ELLIP HEIGHT- 260.78 (meters) (01/15/97) GPS OBS QO2515 GEOID HEIGHT- -27.78 (meters) GEOID99 QO2515 QO2515 HORZ ORDER - B QO2515 VERT ORDER - THIRD ? QO2515 ELLP ORDER - FOURTH CLASS I QO2515 QO2515.The horizontal coordinates were established by GPS observations QO2515.and adjusted by the National Geodetic Survey in January 1997. QO2515 QO2515.The orthometric height was determined by differential leveling. QO2515.The vertical network tie was performed by a horz. field party for horz. QO2515.obs reductions. Reset procedures were used to establish the elevation. QO2515 QO2515.The X, Y, and Z were computed from the position and the ellipsoidal ht. QO2515 QO2515.The Laplace correction was computed from DEFLEC99 derived deflections. QO2515 QO2515.The ellipsoidal height was determined by GPS observations QO2515.and is referenced to NAD 83. QO2515 QO2515.The geoid height was determined by GEOID99. QO2515 QO2515; North East Units Scale Converg. QO2515;SPC MN S - 359,383.838 817,814.629 MT 1.00002779 +0 09 33.5 QO2515;UTM 15 - 5,020,358.587 439,451.170 MT 0.99964508 -0 32 58.6 QO2515 QO2515 SUPERSEDED SURVEY CONTROL QO2515 QO2515 NAD 83(1986)- 45 20 02.83390(N) 093 46 21.86068(W) AD( ) 1 QO2515 QO2515.Superseded values are not recommended for survey control. QO2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO2515.See file dsdata.txt to determine how the superseded data were derived. QO2515 QO2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3945120359(NAD 83) QO2515_MARKER: DH = HORIZONTAL CONTROL DISK QO2515_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE QO2515_STAMPING: BEULAH 1991 QO2515_MARK LOGO: MNDT QO2515_PROJECTION: RECESSED 13 CENTIMETERS QO2515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET QO2515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO2515+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 QO2515_ROD/PIPE-DEPTH: 11.6 meters QO2515_SLEEVE-DEPTH : 0.91 meters QO2515 QO2515 HISTORY - Date Condition Report By QO2515 HISTORY - 1991 MONUMENTED MNDT QO2515 HISTORY - 19941101 GOOD MNDT QO2515 HISTORY - 19960501 GOOD MNDT QO2515 QO2515 STATION DESCRIPTION QO2515 QO2515'DESCRIBED BY MN DEPT OF TRANSP 1991 QO2515'400 QO2515'1.3 MI (2.1 KM) WEST BIG LAKE, 41.5 FT (12.6 M) SOUTH EB TH 10, MP QO2515'202.35, 30.8 FT (9.4 M) NW T-POLE, 106.7 FT (32.5 M) EAST T-POLE, QO2515'68.2 FT (20.8 M) NORTH NORTH RAIL, 2.6 FT (0.8 M) NNE WIT POST. QO2515 QO2515 STATION RECOVERY (1994) QO2515 QO2515'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) QO2515'THE MARK WAS RECOVERED IN GOOD AS DESCRIBED. RECOVERY NOTE BY DAVID QO2515'K. HERDER, AND TYPED BY M.P.P. QO2515 QO2515 STATION RECOVERY (1996) QO2515 QO2515'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO2515'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO2516 *********************************************************************** QO2516 DESIGNATION - BILA QO2516 PID - QO2516 QO2516 STATE/COUNTY- MN/SHERBURNE QO2516 USGS QUAD - BIG LAKE (1991) QO2516 QO2516 *CURRENT SURVEY CONTROL QO2516 ___________________________________________________________________ QO2516* NAD 83(1996)- 45 19 58.41027(N) 093 43 53.78210(W) ADJUSTED QO2516* NAVD 88 - 286.0 (meters) 938. (feet) GPS OBS QO2516 ___________________________________________________________________ QO2516 LAPLACE CORR- -4.32 (seconds) DEFLEC99 QO2516 GEOID HEIGHT- -27.85 (meters) GEOID99 QO2516 QO2516 HORZ ORDER - FIRST QO2516 QO2516.The horizontal coordinates were established by GPS observations QO2516.and adjusted by the National Geodetic Survey in March 1999. QO2516 QO2516.The orthometric height was determined by GPS observations and a QO2516.high-resolution geoid model. QO2516 QO2516.The Laplace correction was computed from DEFLEC99 derived deflections. QO2516 QO2516.The geoid height was determined by GEOID99. QO2516 QO2516; North East Units Scale Converg. QO2516;SPC MN S - 359,256.910 821,039.648 MT 1.00002747 +0 11 17.2 QO2516;UTM 15 - 5,020,191.844 442,673.132 MT 0.99964041 -0 31 13.2 QO2516 QO2516 SUPERSEDED SURVEY CONTROL QO2516 QO2516 NAD 83(1986)- 45 19 58.40610(N) 093 43 53.77334(W) AD( ) 1 QO2516 QO2516.Superseded values are not recommended for survey control. QO2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO2516.See file dsdata.txt to determine how the superseded data were derived. QO2516 QO2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4267320192(NAD 83) QO2516_MARKER: DH = HORIZONTAL CONTROL DISK QO2516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) QO2516_STAMPING: BILA 1991 QO2516_MARK LOGO: MNDT QO2516_PROJECTION: RECESSED 3 CENTIMETERS QO2516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET QO2516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO2516+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1996 QO2516_ROD/PIPE-DEPTH: 10.1 meters QO2516_SLEEVE-DEPTH : 0.91 meters QO2516 QO2516 HISTORY - Date Condition Report By QO2516 HISTORY - 1991 MONUMENTED MNDT QO2516 HISTORY - 19960502 GOOD MNDT QO2516 QO2516 STATION DESCRIPTION QO2516 QO2516'DESCRIBED BY MN DEPT OF TRANSP 1991 QO2516'400 QO2516'0.65 MI (1.05 KM) EAST BIG LAKE, 125 FT (38.1 M) NORTH WB TH 10, MP QO2516'204.35, 38 FT (11.6 M) EAST CO RD 43, 53 FT (16.2 M) SOUTH ENT TO QO2516'AMERICAN LEGION POST 147, 48.6 FT (14.8 M) NORTH P-POLE, 53.9 FT QO2516'(16.4 M) NW NW COR STONE PILLAR. QO2516 QO2516 STATION RECOVERY (1996) QO2516 QO2516'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO2516'RECOVERED AS DESCRIBED, ACCESS COVER FLUSH, DISK IS RECESSED 1 INCH. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8835 *********************************************************************** AJ8835 DESIGNATION - BODY AJ8835 PID - AJ8835 AJ8835 STATE/COUNTY- MN/SHERBURNE AJ8835 USGS QUAD - CABLE (1993) AJ8835 AJ8835 *CURRENT SURVEY CONTROL AJ8835 ___________________________________________________________________ AJ8835* NAD 83(1996)- 45 30 25.88131(N) 094 04 06.94642(W) ADJUSTED AJ8835* NAVD 88 - 308.56 (meters) 1012.3 (feet) LEVELING AJ8835 ___________________________________________________________________ AJ8835 X - -317,699.976 (meters) COMP AJ8835 Y - -4,466,469.670 (meters) COMP AJ8835 Z - 4,527,229.905 (meters) COMP AJ8835 LAPLACE CORR- -4.43 (seconds) DEFLEC99 AJ8835 ELLIP HEIGHT- 281.34 (meters) (07/14/03) GPS OBS AJ8835 GEOID HEIGHT- -27.21 (meters) GEOID99 AJ8835 AJ8835 HORZ ORDER - FIRST AJ8835 VERT ORDER - THIRD ? AJ8835 ELLP ORDER - THIRD CLASS II AJ8835 AJ8835.The horizontal coordinates were established by GPS observations AJ8835.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8835 AJ8835.The orthometric height was determined by differential leveling. AJ8835.The vertical network tie was performed by a horz. field party for horz. AJ8835.obs reductions. Reset procedures were used to establish the elevation. AJ8835 AJ8835.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8835 AJ8835.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8835 AJ8835.The ellipsoidal height was determined by GPS observations AJ8835.and is referenced to NAD 83. AJ8835 AJ8835.The geoid height was determined by GEOID99. AJ8835 AJ8835; North East Units Scale Converg. AJ8835;SPC MN S - 378,597.034 794,638.925 MT 1.00007648 -0 02 53.1 AJ8835;UTM 15 - 5,039,850.525 416,524.699 MT 0.99968567 -0 45 44.3 AJ8835 AJ8835 SUPERSEDED SURVEY CONTROL AJ8835 AJ8835.No superseded survey control is available for this station. AJ8835 AJ8835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1652539851(NAD 83) AJ8835_MARKER: DD = SURVEY DISK AJ8835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8835_STAMPING: BODY 1992 AJ8835_MARK LOGO: MN-141 AJ8835_PROJECTION: FLUSH AJ8835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8835+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 AJ8835_ROD/PIPE-DEPTH: 5.5 meters AJ8835 AJ8835 HISTORY - Date Condition Report By AJ8835 HISTORY - 1992 MONUMENTED MN-141 AJ8835 HISTORY - 19960501 GOOD MNDT AJ8835 AJ8835 STATION DESCRIPTION AJ8835 AJ8835'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8835'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AJ8835'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH ON TH 10 FROM THE JCT AJ8835'OF TH 10 AND TH 301 NEAR THE ST CLOUD REFORMATORY, AT THE JCT OF TH 10 AJ8835'AND 45TH AVE AKA CO RD 65, AT TH 10 MP 183.45. THE MARK, A DISK SET AJ8835'ON A DRIVEN ALUMINUM ROD, IS 49 FT (14.9 M) NE OF NB TH 10, 30.7 FT AJ8835'(9.4 M) WEST OF 45TH AVE, 30.7 FT (9.4 M) SW OF A P-POLE, 88.4 FT AJ8835'(26.9 M) SE OF A P-POLE, AND SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP1057 *********************************************************************** QP1057 DESIGNATION - CABLE QP1057 PID - QP1057 QP1057 STATE/COUNTY- MN/SHERBURNE QP1057 USGS QUAD - CABLE (1993) QP1057 QP1057 *CURRENT SURVEY CONTROL QP1057 ___________________________________________________________________ QP1057* NAD 83(1996)- 45 31 53.20211(N) 094 00 24.83442(W) ADJUSTED QP1057* NAVD 88 - 310.7 (meters) 1019. (feet) GPS OBS QP1057 ___________________________________________________________________ QP1057 X - -312,755.860 (meters) COMP QP1057 Y - -4,464,891.818 (meters) COMP QP1057 Z - 4,529,120.359 (meters) COMP QP1057 LAPLACE CORR- -4.07 (seconds) DEFLEC99 QP1057 ELLIP HEIGHT- 283.42 (meters) (03/16/99) GPS OBS QP1057 GEOID HEIGHT- -27.27 (meters) GEOID99 QP1057 QP1057 HORZ ORDER - FIRST QP1057 ELLP ORDER - FOURTH CLASS I QP1057 QP1057.The horizontal coordinates were established by GPS observations QP1057.and adjusted by the National Geodetic Survey in March 1999. QP1057 QP1057.The orthometric height was determined by GPS observations and a QP1057.high-resolution geoid model. QP1057 QP1057.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP1057 QP1057.The Laplace correction was computed from DEFLEC99 derived deflections. QP1057 QP1057.The ellipsoidal height was determined by GPS observations QP1057.and is referenced to NAD 83. QP1057 QP1057.The geoid height was determined by GEOID99. QP1057 QP1057; North East Units Scale Converg. QP1057;SPC MN S - 381,290.857 799,461.085 MT 1.00008404 -0 00 17.4 QP1057;SPC MN C - 159,098.120 818,990.109 MT 1.00001955 +0 10 33.1 QP1057;UTM 15 - 5,042,482.997 421,378.115 MT 0.99967600 -0 43 06.9 QP1057 QP1057: Primary Azimuth Mark Grid Az QP1057:SPC MN S - CABLE AZ MK 000 44 56.4 QP1057:SPC MN C - CABLE AZ MK 000 34 05.9 QP1057:UTM 15 - CABLE AZ MK 001 27 45.9 QP1057 QP1057|---------------------------------------------------------------------| QP1057| PID Reference Object Distance Geod. Az | QP1057| dddmmss.s | QP1057| CO7896 CABLE AZ MK 0004439.0 | QP1057| QO2031 GLENDORADO BLACK CHURCH SPIRE APPROX.18.7 KM 0722838.2 | QP1057| QP1058 21 ES 21.119 METERS 07848 | QP1057| AA8233 CABLE RM 1 23.408 METERS 35712 | QP1057|---------------------------------------------------------------------| QP1057 QP1057 SUPERSEDED SURVEY CONTROL QP1057 QP1057 NAD 83(1986)- 45 31 53.19945(N) 094 00 24.82799(W) AD( ) 1 QP1057 NAD 83(1986)- 45 31 53.19945(N) 094 00 24.82799(W) AD( ) 2 QP1057 NAD 27 - 45 31 53.32360(N) 094 00 23.88810(W) AD( ) 2 QP1057 QP1057.Superseded values are not recommended for survey control. QP1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP1057.See file dsdata.txt to determine how the superseded data were derived. QP1057 QP1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2137842483(NAD 83) QP1057_MARKER: DS = TRIANGULATION STATION DISK QP1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QP1057_STAMPING: CABLE 1961 QP1057_MARK LOGO: CGS QP1057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP1057+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1997 QP1057 QP1057 HISTORY - Date Condition Report By QP1057 HISTORY - 1961 MONUMENTED CGS QP1057 HISTORY - 19910710 GOOD MNDT QP1057 HISTORY - 19970717 GOOD MNDT QP1057 QP1057 STATION DESCRIPTION QP1057 QP1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) QP1057'ABOUT 4 MILES SOUTHWEST OF DUELM, 3 MILES NORTHEAST OF CABLE AND QP1057'8 MILES WEST OF SANTIAGO, IN THE SOUTHEAST 1/4 OF SEC. 12, T 35 QP1057'N., R 31 W. AND ON ROAD RIGHT-OF-WAY. IT IS 29 FEET WEST OF THE QP1057'CENTERLINE OF A GRAVELED ROAD, 4 FEET EAST OF A WITNESS POST QP1057'AND A WIRE FENCE, 21 FEET SOUTHEAST OF A TELEPHONE POLE, 70 FEET QP1057'WEST OF A POWER POLE AND 464.0 FEET NORTHWEST OF CENTER OF A QP1057'CROSSROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CABLE QP1057'1961. QP1057' QP1057'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 218 IN QP1057'FOLEY, GO SOUTHWEST ON HIGHWAY 23 FOR 5.6 MILES TO A CROSSROAD QP1057'(COUNTY ROUTE 25). TURN LEFT AND GO SOUTH ON A PAVED ROAD (COUNTY QP1057'ROUTE 25) FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 95. QP1057'CONTINUE SOUTH ON COUNTY ROUTE 25 FOR 2.05 MILES TO END OF PAVED QP1057'ROAD AND THE SHERBURNE COUNTY LINE. CONTINUE SOUTH ON A QP1057'GRAVELED RODA FOR 1.45 MILES TO THE AZIMUTH MARK ON THE LEFT. QP1057'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO THE QP1057'STATION ON THE RIGHT. QP1057' QP1057'REFERENCE MARK 1 IS 77 FEET NORTH OF THE WITNESS POST, 1 FOOT QP1057'EAST OF THE WIRE FENCE AND 32 FEET WEST OF THE CENTERLINE OF THE QP1057'GRAVELED ROAD. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS QP1057'STAMPED CABLE NO 1 1961. QP1057' QP1057'BM 21 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK QP1057'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST, PROJECTING 1 INCH AND QP1057'IS STAMPED ES 21 1949. IT IS 6 INCHES NORHTWEST QP1057'OF THE POWER POLE, 40 FEET EAST OF THE CENTERLINE OF THE GRAVELED QP1057'ROAD AND 73 FEET EAST OF THE WITNESS POST. QP1057' QP1057'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A WITNESS POST, 1 FOOT QP1057'WEST OF A WIRE FENCE, 49 FEET SOUTHWEST OF A POWER POLE AND QP1057'35 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD. THE QP1057'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED CABLE 1961. QP1057' QP1057'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS. QP1057 QP1057 STATION RECOVERY (1991) QP1057 QP1057'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) QP1057'RECOVERED BY MINNESOTA DEPT OF TRANSPORTATION GEODETIC UNIT 1991 (DKH) QP1057'THE STATION, RM 1, AND BM 21 ES WERE RECOVERED IN GOOD CONDITION AS QP1057'PREVIOUSLY DESCRIBED. THE CHAINED DISTANCE BETWEEN THE MARK AND RM 1 QP1057'CHECKED AS DID THE CHAINED DISTANCE BETWEEN THE MARK AND BM 21 ES. QP1057 QP1057 STATION RECOVERY (1997) QP1057 QP1057'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (GWO) QP1057'THE MARK WAS RECOVERED 1.7 MI (2.7 KM) SE OF TH 301 ON TH 10 THEN 4.1 QP1057'MI (6.6 KM) EAST NORTH AND EAST ON CO RD 3 THEN 464 FT (141.4 M) NORTH QP1057'ON CO RD 20, 29 FT (8.8 M) WEST OF ROAD, 70 FT (21.3 M) WEST OF QP1057'P-POLE, 4 FT (1.2 M) EAST OF WIT POST AND FENCE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8836 *********************************************************************** AJ8836 DESIGNATION - CATER AJ8836 PID - AJ8836 AJ8836 STATE/COUNTY- MN/SHERBURNE AJ8836 USGS QUAD - CLEARWATER (1991) AJ8836 AJ8836 *CURRENT SURVEY CONTROL AJ8836 ___________________________________________________________________ AJ8836* NAD 83(1996)- 45 28 27.25438(N) 094 01 47.55349(W) ADJUSTED AJ8836* NAVD 88 - 302.82 (meters) 993.5 (feet) LEVELING AJ8836 ___________________________________________________________________ AJ8836 X - -314,864.745 (meters) COMP AJ8836 Y - -4,469,284.653 (meters) COMP AJ8836 Z - 4,524,658.242 (meters) COMP AJ8836 LAPLACE CORR- -4.09 (seconds) DEFLEC99 AJ8836 ELLIP HEIGHT- 275.49 (meters) (07/14/03) GPS OBS AJ8836 GEOID HEIGHT- -27.32 (meters) GEOID99 AJ8836 AJ8836 HORZ ORDER - FIRST AJ8836 VERT ORDER - THIRD ? AJ8836 ELLP ORDER - THIRD CLASS II AJ8836 AJ8836.The horizontal coordinates were established by GPS observations AJ8836.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8836 AJ8836.The orthometric height was determined by differential leveling. AJ8836.The vertical network tie was performed by a horz. field party for horz. AJ8836.obs reductions. Reset procedures were used to establish the elevation. AJ8836 AJ8836.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8836 AJ8836.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8836 AJ8836.The ellipsoidal height was determined by GPS observations AJ8836.and is referenced to NAD 83. AJ8836 AJ8836.The geoid height was determined by GEOID99. AJ8836 AJ8836; North East Units Scale Converg. AJ8836;SPC MN S - 374,932.627 797,663.732 MT 1.00006649 -0 01 15.4 AJ8836;UTM 15 - 5,036,150.161 419,502.464 MT 0.99967967 -0 44 03.4 AJ8836 AJ8836 SUPERSEDED SURVEY CONTROL AJ8836 AJ8836.No superseded survey control is available for this station. AJ8836 AJ8836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1950236150(NAD 83) AJ8836_MARKER: DD = SURVEY DISK AJ8836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8836_STAMPING: CATER 1996 AJ8836_MARK LOGO: MNDT AJ8836_PROJECTION: RECESSED 5 CENTIMETERS AJ8836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8836+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8836_ROD/PIPE-DEPTH: 16.8 meters AJ8836 AJ8836 HISTORY - Date Condition Report By AJ8836 HISTORY - 1996 MONUMENTED MNDT AJ8836 AJ8836 STATION DESCRIPTION AJ8836 AJ8836'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8836'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NW OF CLEAR LAKE. TO REACH AJ8836'THE MARK, GO 2.45 MI (3.94 KM) NW ON TH 10 FROM THE JCT TH 10 AND TH AJ8836'24 IN CLEAR LAKE TO TH 10 MP 186.3. THE MARK, A DISK SET ON A DRIVEN AJ8836'ALUMINUM ROD, IS 28.5 FT (8.7 M) NE OF TH 10, 69.7 FT (21.2 M) SW OF A AJ8836'12 INCH PINE TREE, AND 11.4 FT (3.5 M) SW OF A WIT POST. THE MARK IS AJ8836'RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8837 *********************************************************************** AJ8837 DESIGNATION - CLITTY AJ8837 PID - AJ8837 AJ8837 STATE/COUNTY- MN/SHERBURNE AJ8837 USGS QUAD - CLEAR LAKE (1991) AJ8837 AJ8837 *CURRENT SURVEY CONTROL AJ8837 ___________________________________________________________________ AJ8837* NAD 83(1996)- 45 25 15.72264(N) 093 55 20.09087(W) ADJUSTED AJ8837* NAVD 88 - 298.62 (meters) 979.7 (feet) LEVELING AJ8837 ___________________________________________________________________ AJ8837 X - -306,756.798 (meters) COMP AJ8837 Y - -4,474,069.151 (meters) COMP AJ8837 Z - 4,520,506.572 (meters) COMP AJ8837 LAPLACE CORR- -3.49 (seconds) DEFLEC99 AJ8837 ELLIP HEIGHT- 271.09 (meters) (07/14/03) GPS OBS AJ8837 GEOID HEIGHT- -27.54 (meters) GEOID99 AJ8837 AJ8837 HORZ ORDER - FIRST AJ8837 VERT ORDER - THIRD ? AJ8837 ELLP ORDER - THIRD CLASS II AJ8837 AJ8837.The horizontal coordinates were established by GPS observations AJ8837.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8837 AJ8837.The orthometric height was determined by differential leveling. AJ8837.The vertical network tie was performed by a horz. field party for horz. AJ8837.obs reductions. Reset procedures were used to establish the elevation. AJ8837 AJ8837.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8837 AJ8837.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8837 AJ8837.The ellipsoidal height was determined by GPS observations AJ8837.and is referenced to NAD 83. AJ8837 AJ8837.The geoid height was determined by GEOID99. AJ8837 AJ8837; North East Units Scale Converg. AJ8837;SPC MN S - 369,021.709 806,085.787 MT 1.00005108 +0 03 16.2 AJ8837;UTM 15 - 5,030,137.317 427,847.148 MT 0.99966401 -0 39 24.9 AJ8837 AJ8837 SUPERSEDED SURVEY CONTROL AJ8837 AJ8837.No superseded survey control is available for this station. AJ8837 AJ8837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2784730137(NAD 83) AJ8837_MARKER: DD = SURVEY DISK AJ8837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8837_STAMPING: CLITTY 1996 AJ8837_MARK LOGO: MNDT AJ8837_PROJECTION: RECESSED 3 CENTIMETERS AJ8837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8837+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8837_ROD/PIPE-DEPTH: 10.7 meters AJ8837 AJ8837 HISTORY - Date Condition Report By AJ8837 HISTORY - 1996 MONUMENTED MNDT AJ8837 AJ8837 STATION DESCRIPTION AJ8837 AJ8837'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8837'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NW OF BECKER. TO REACH THE AJ8837'MARK, GO 3.3 MI (5.3 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND CO RD AJ8837'23 IN BECKER TO TH 10 MP 192.9. THE MARK, A DISK SET ON A DRIVEN AJ8837'ALUMINUM ROD, IS 55.0 FT (16.8 M) SW OF SB TH 10, 27.9 FT (8.5 M) NE AJ8837'OF THE NORTH RAIL OF THE RR TRACKS, 44.5 FT (13.6 M) SE OF A T-POLE, AJ8837'71.2 FT (21.7 M) NE OF A RR CROSSING SIGN POST, AND 3.0 FT (0.9 M) NE AJ8837'OF A WIT POST. THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8838 *********************************************************************** AJ8838 DESIGNATION - DARTER AJ8838 PID - AJ8838 AJ8838 STATE/COUNTY- MN/SHERBURNE AJ8838 USGS QUAD - BECKER (1991) AJ8838 AJ8838 *CURRENT SURVEY CONTROL AJ8838 ___________________________________________________________________ AJ8838* NAD 83(1996)- 45 23 19.79356(N) 093 52 16.60058(W) ADJUSTED AJ8838* NAVD 88 - 296.21 (meters) 971.8 (feet) LEVELING AJ8838 ___________________________________________________________________ AJ8838 X - -302,948.562 (meters) COMP AJ8838 Y - -4,476,881.344 (meters) COMP AJ8838 Z - 4,517,991.907 (meters) COMP AJ8838 LAPLACE CORR- -3.00 (seconds) DEFLEC99 AJ8838 ELLIP HEIGHT- 268.58 (meters) (07/14/03) GPS OBS AJ8838 GEOID HEIGHT- -27.64 (meters) GEOID99 AJ8838 AJ8838 HORZ ORDER - FIRST AJ8838 VERT ORDER - THIRD ? AJ8838 ELLP ORDER - THIRD CLASS II AJ8838 AJ8838.The horizontal coordinates were established by GPS observations AJ8838.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8838 AJ8838.The orthometric height was determined by differential leveling. AJ8838.The vertical network tie was performed by a horz. field party for horz. AJ8838.obs reductions. Reset procedures were used to establish the elevation. AJ8838 AJ8838.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8838 AJ8838.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8838 AJ8838.The ellipsoidal height was determined by GPS observations AJ8838.and is referenced to NAD 83. AJ8838 AJ8838.The geoid height was determined by GEOID99. AJ8838 AJ8838; North East Units Scale Converg. AJ8838;SPC MN S - 365,447.607 810,080.867 MT 1.00004218 +0 05 24.8 AJ8838;UTM 15 - 5,026,515.317 431,796.047 MT 0.99965719 -0 37 13.0 AJ8838 AJ8838 SUPERSEDED SURVEY CONTROL AJ8838 AJ8838.No superseded survey control is available for this station. AJ8838 AJ8838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3179626515(NAD 83) AJ8838_MARKER: DD = SURVEY DISK AJ8838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8838_STAMPING: DARTER 1996 AJ8838_MARK LOGO: MNDT AJ8838_PROJECTION: FLUSH AJ8838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8838+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8838_ROD/PIPE-DEPTH: 12.2 meters AJ8838 AJ8838 HISTORY - Date Condition Report By AJ8838 HISTORY - 1996 MONUMENTED MNDT AJ8838 AJ8838 STATION DESCRIPTION AJ8838 AJ8838'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8838'THE MARK IS LOCATED IN BECKER. TO REACH THE MARK, GO 0.05 MI (0.08 AJ8838'KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO RD 23 IN BECKER TO TH AJ8838'10 MP 196.2. THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 64.0 AJ8838'FT (19.5 M) SW OF SB TH 10, 39.2 FT (11.9 M) NE OF THE NORTH RAIL OF AJ8838'THE RR TRACKS, 114.8 FT (35.0 M) NW OF A T-POLE, 24.8 FT (7.6 M) SSE AJ8838'OF A T-POLE, 172.0 FT (52.4 M) NW CO RD 23, AND 3.0 FT (0.9 M) NE OF A AJ8838'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8839 *********************************************************************** AJ8839 DESIGNATION - DOG AJ8839 PID - AJ8839 AJ8839 STATE/COUNTY- MN/SHERBURNE AJ8839 USGS QUAD - CLEARWATER (1991) AJ8839 AJ8839 *CURRENT SURVEY CONTROL AJ8839 ___________________________________________________________________ AJ8839* NAD 83(1996)- 45 28 57.61105(N) 094 02 22.43339(W) ADJUSTED AJ8839* NAVD 88 - 307.37 (meters) 1008.4 (feet) LEVELING AJ8839 ___________________________________________________________________ AJ8839 X - -315,573.661 (meters) COMP AJ8839 Y - -4,468,567.984 (meters) COMP AJ8839 Z - 4,525,318.678 (meters) COMP AJ8839 LAPLACE CORR- -4.38 (seconds) DEFLEC99 AJ8839 ELLIP HEIGHT- 280.08 (meters) (07/14/03) GPS OBS AJ8839 GEOID HEIGHT- -27.30 (meters) GEOID99 AJ8839 AJ8839 HORZ ORDER - FIRST AJ8839 VERT ORDER - THIRD ? AJ8839 ELLP ORDER - THIRD CLASS II AJ8839 AJ8839.The horizontal coordinates were established by GPS observations AJ8839.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8839 AJ8839.The orthometric height was determined by differential leveling. AJ8839.The vertical network tie was performed by a horz. field party for horz. AJ8839.obs reductions. Reset procedures were used to establish the elevation. AJ8839 AJ8839.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8839 AJ8839.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8839 AJ8839.The ellipsoidal height was determined by GPS observations AJ8839.and is referenced to NAD 83. AJ8839 AJ8839.The geoid height was determined by GEOID99. AJ8839 AJ8839; North East Units Scale Converg. AJ8839;SPC MN S - 375,870.200 796,906.528 MT 1.00006902 -0 01 39.8 AJ8839;UTM 15 - 5,037,096.723 418,757.282 MT 0.99968115 -0 44 28.6 AJ8839 AJ8839 SUPERSEDED SURVEY CONTROL AJ8839 AJ8839.No superseded survey control is available for this station. AJ8839 AJ8839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1875737097(NAD 83) AJ8839_MARKER: DD = SURVEY DISK AJ8839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8839_STAMPING: DOG 1992 AJ8839_MARK LOGO: MN-141 AJ8839_PROJECTION: FLUSH AJ8839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8839+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1996 AJ8839_ROD/PIPE-DEPTH: 5.5 meters AJ8839 AJ8839 HISTORY - Date Condition Report By AJ8839 HISTORY - 1992 MONUMENTED MN-141 AJ8839 HISTORY - 19960604 GOOD MNDT AJ8839 AJ8839 STATION DESCRIPTION AJ8839 AJ8839'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8839'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AJ8839'THE MARK IS LOCATED ABOUT . TO REACH THE MARK, GO 5.3 MI (8.5 KM) SE AJ8839'ON TH 10 FROM THE JCT OF TH 10 AND TH 301 NEAR THE ST CLOUD AJ8839'REFORMATORY TO THE JCT OF TH 10 AND CO RD 16. THE MARK, A DISK SET ON AJ8839'A DRIVEN ALUMINUM ROD, IS 63.1 FT (19.2 M) ENE OF NB TH 10, 67.2 FT AJ8839'(20.5 M) SOUTH OF CO RD 16, 11.0 FT (3.4 M) SW OF A 4 INCH CEDAR TREE, AJ8839'AND 1.0 FT (0.3 M) WEST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8840 *********************************************************************** AJ8840 DESIGNATION - DRESOW AJ8840 PID - AJ8840 AJ8840 STATE/COUNTY- MN/SHERBURNE AJ8840 USGS QUAD - CLEAR LAKE (1991) AJ8840 AJ8840 *CURRENT SURVEY CONTROL AJ8840 ___________________________________________________________________ AJ8840* NAD 83(1996)- 45 26 50.18117(N) 093 59 05.14093(W) ADJUSTED AJ8840* NAVD 88 - 302.32 (meters) 991.9 (feet) LEVELING AJ8840 ___________________________________________________________________ AJ8840 X - -311,493.958 (meters) COMP AJ8840 Y - -4,471,661.791 (meters) COMP AJ8840 Z - 4,522,555.714 (meters) COMP AJ8840 LAPLACE CORR- -3.66 (seconds) DEFLEC99 AJ8840 ELLIP HEIGHT- 274.89 (meters) (07/14/03) GPS OBS AJ8840 GEOID HEIGHT- -27.42 (meters) GEOID99 AJ8840 AJ8840 HORZ ORDER - FIRST AJ8840 VERT ORDER - THIRD ? AJ8840 ELLP ORDER - THIRD CLASS II AJ8840 AJ8840.The horizontal coordinates were established by GPS observations AJ8840.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8840 AJ8840.The orthometric height was determined by differential leveling. AJ8840.The vertical network tie was performed by a horz. field party for horz. AJ8840.obs reductions. Reset procedures were used to establish the elevation. AJ8840 AJ8840.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8840 AJ8840.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8840 AJ8840.The ellipsoidal height was determined by GPS observations AJ8840.and is referenced to NAD 83. AJ8840 AJ8840.The geoid height was determined by GEOID99. AJ8840 AJ8840; North East Units Scale Converg. AJ8840;SPC MN S - 371,935.237 801,192.203 MT 1.00005857 +0 00 38.5 AJ8840;UTM 15 - 5,033,110.276 422,992.020 MT 0.99967291 -0 42 06.4 AJ8840 AJ8840 SUPERSEDED SURVEY CONTROL AJ8840 AJ8840.No superseded survey control is available for this station. AJ8840 AJ8840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2299233110(NAD 83) AJ8840_MARKER: DD = SURVEY DISK AJ8840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8840_STAMPING: DRESOW 1996 AJ8840_MARK LOGO: MNDT AJ8840_PROJECTION: FLUSH AJ8840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8840+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8840_ROD/PIPE-DEPTH: 5.2 meters AJ8840 AJ8840 HISTORY - Date Condition Report By AJ8840 HISTORY - 1996 MONUMENTED MNDT AJ8840 AJ8840 STATION DESCRIPTION AJ8840 AJ8840'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8840'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF CLEAR LAKE. TO REACH AJ8840'THE MARK, GO 0.4 MI (0.6 KM) SE ON TH 10 FROM THE JCT OF TH 10 AND TH AJ8840'24 IN CLEAR LAKE TO TH 10 MP 189.5, THEN GO 0.4 MI (0.6 KM) NORTH ON AJ8840'CO RD 54. THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 21.0 FT AJ8840'(6.4 M) WEST OF CO RD 54, 18.5 FT (5.6 M) SOUTH OF A FIELD ENT, 50.1 AJ8840'FT (15.3 M) SW OF A P-POLE, AND 14.6 FT (4.5 M) NE OF A WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6354 *********************************************************************** DF6354 DESIGNATION - HIGGINS DF6354 PID - DF6354 DF6354 STATE/COUNTY- MN/SHERBURNE DF6354 USGS QUAD - CABLE (1993) DF6354 DF6354 *CURRENT SURVEY CONTROL DF6354 ___________________________________________________________________ DF6354* NAD 83(1996)- 45 31 22.74950(N) 094 03 45.32574(W) ADJUSTED DF6354* NAVD 88 - 307.8 (meters) 1010. (feet) GPS OBS DF6354 ___________________________________________________________________ DF6354 X - -317,143.020 (meters) COMP DF6354 Y - -4,465,252.968 (meters) COMP DF6354 Z - 4,528,459.678 (meters) COMP DF6354 LAPLACE CORR- -4.29 (seconds) DEFLEC99 DF6354 ELLIP HEIGHT- 280.61 (meters) (07/14/03) GPS OBS DF6354 GEOID HEIGHT- -27.20 (meters) GEOID99 DF6354 DF6354 HORZ ORDER - FIRST DF6354 ELLP ORDER - THIRD CLASS II DF6354 DF6354.The horizontal coordinates were established by GPS observations DF6354.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6354 DF6354.The orthometric height was determined by GPS observations and a DF6354.high-resolution geoid model. DF6354 DF6354.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6354 DF6354.The Laplace correction was computed from DEFLEC99 derived deflections. DF6354 DF6354.The ellipsoidal height was determined by GPS observations DF6354.and is referenced to NAD 83. DF6354 DF6354.The geoid height was determined by GEOID99. DF6354 DF6354; North East Units Scale Converg. DF6354;SPC MN S - 380,352.472 795,109.642 MT 1.00008138 -0 02 37.9 DF6354;UTM 15 - 5,041,599.270 417,017.071 MT 0.99968466 -0 45 29.6 DF6354 DF6354 SUPERSEDED SURVEY CONTROL DF6354 DF6354.No superseded survey control is available for this station. DF6354 DF6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1701741599(NAD 83) DF6354_MARKER: DD = SURVEY DISK DF6354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6354_STAMPING: HIGGINS 1992 DF6354_PROJECTION: RECESSED 8 CENTIMETERS DF6354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6354+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 DF6354_ROD/PIPE-DEPTH: 5.5 meters DF6354 DF6354 HISTORY - Date Condition Report By DF6354 HISTORY - 1992 MONUMENTED MN-141 DF6354 HISTORY - 19960501 GOOD MNDT DF6354 DF6354 STATION DESCRIPTION DF6354 DF6354'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) DF6354'THE MARK WAS RECOVERED 1.7 MI (2.7 KM) SE ON TH 10 FROM THE JCT OF TH DF6354'301 NEAR THE ST CLOUD REFORMATORY THEN 1.3 MI (2.1 KM) EAST ON CO RD DF6354'3, 47.4 FT (14.4 M) NORTH OF CO RD 3, 24.3 FT (7.4 M) WEST OF A FIELD DF6354'ENTRANCE, 1.2 FT (0.4 M) SOUTH OF A WIT POST AND RECESSED 0.3 FT (9.1 DF6354'CM) . 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0140 *********************************************************************** QP0140 DESIGNATION - L 256 QP0140 PID - QP0140 QP0140 STATE/COUNTY- MN/SHERBURNE QP0140 USGS QUAD - CABLE (1993) QP0140 QP0140 *CURRENT SURVEY CONTROL QP0140 ___________________________________________________________________ QP0140* NAD 83(1996)- 45 32 56.43799(N) 094 07 06.89936(W) ADJUSTED QP0140* NAVD 88 - 312.358 (meters) 1024.79 (feet) ADJUSTED QP0140 ___________________________________________________________________ QP0140 X - -321,358.533 (meters) COMP QP0140 Y - -4,462,885.100 (meters) COMP QP0140 Z - 4,530,489.129 (meters) COMP QP0140 LAPLACE CORR- -3.81 (seconds) DEFLEC99 QP0140 ELLIP HEIGHT- 285.27 (meters) (07/14/03) GPS OBS QP0140 GEOID HEIGHT- -27.08 (meters) GEOID99 QP0140 DYNAMIC HT - 312.351 (meters) 1024.77 (feet) COMP QP0140 MODELED GRAV- 980,585.6 (mgal) NAVD 88 QP0140 QP0140 HORZ ORDER - FIRST QP0140 VERT ORDER - FIRST CLASS I QP0140 ELLP ORDER - THIRD CLASS II QP0140 QP0140.The horizontal coordinates were established by GPS observations QP0140.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0140 QP0140.The orthometric height was determined by differential leveling QP0140.and adjusted by the National Geodetic Survey in June 1991. QP0140 QP0140.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0140 QP0140.The Laplace correction was computed from DEFLEC99 derived deflections. QP0140 QP0140.The ellipsoidal height was determined by GPS observations QP0140.and is referenced to NAD 83. QP0140 QP0140.The geoid height was determined by GEOID99. QP0140 QP0140.The dynamic height is computed by dividing the NAVD 88 QP0140.geopotential number by the normal gravity value computed on the QP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0140.degrees latitude (g = 980.6199 gals.). QP0140 QP0140.The modeled gravity was interpolated from observed gravity values. QP0140 QP0140; North East Units Scale Converg. QP0140;SPC MN S - 383,249.994 790,738.988 MT 1.00008963 -0 04 59.2 QP0140;UTM 15 - 5,044,549.930 412,684.626 MT 0.99969373 -0 47 54.8 QP0140 QP0140 SUPERSEDED SURVEY CONTROL QP0140 QP0140 NGVD 29 - 312.241 (m) 1024.41 (f) ADJ UNCH 1 1 QP0140 QP0140.Superseded values are not recommended for survey control. QP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0140.See file dsdata.txt to determine how the superseded data were derived. QP0140 QP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1268544550(NAD 83) QP0140_MARKER: DB = BENCH MARK DISK QP0140_SETTING: 66 = SET IN ROCK OUTCROP QP0140_STAMPING: L 256 1970 QP0140_MARK LOGO: CGS QP0140_MAGNETIC: N = NO MAGNETIC MATERIAL QP0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD QP0140+STABILITY: POSITION/ELEVATION WELL QP0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0140+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 QP0140 QP0140 HISTORY - Date Condition Report By QP0140 HISTORY - 1970 MONUMENTED CGS QP0140 HISTORY - 1976 GOOD NGS QP0140 HISTORY - 19960501 GOOD MNDT QP0140 QP0140 STATION DESCRIPTION QP0140 QP0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 QP0140'2.25 MI SE FROM ST CLOUD. QP0140'ABOUT 1.0 MILE SOUTHEAST ALONG RIVERSIDE DRIVE SE FROM THE U.S. QP0140'HIGHWAY 52 AND STATE HIGHWAY 23 BRIDGE OVER THE DRIVE AND THE QP0140'MISSISSIPPI RIVER AT ST. CLOUD, THENCE 1.1 MILE EAST ALONG MICHIGAN QP0140'AVENUE, THENCE 0.15 MILE CROSS-COUNTRY TO THE BURLINGTON NORTHERN QP0140'RAILROAD AND U.S. HIGHWAYS 10 AND 52, 0.25 MILE SOUTHEAST OF THE QP0140'JUNCTION OF THE HIGHWAY AND COUNTY ROAD 62, 37.2 FEET SOUTHWEST OF THE QP0140'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, SET IN THE TOP OF A QP0140'60- X 35-FOOT EXPOSED PORTION OF GRANITE BEDROCK, 56.3 FEET NORTHEAST QP0140'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 28 1/2 FEET QP0140'EAST-SOUTHEAST OF A TELEPHONE POLE, 10 FEET SOUTHEAST OF THE NORTHWEST QP0140'EDGE OF THE EXPOSED PORTION OF THE ROCK, AND ABOUT 1 FOOT ABOVE THE QP0140'LEVEL OF THE HIGHWAY. SECTION 6, T 35N, R 30W. NOTE-- THIS MARK IS QP0140'ALSO 1.55 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 52 FROM THE QP0140'UNDERPASS FOR STATE HIGHWAYS 23 AND 95 AT ST. CLOUD, BENTON COUNTY. QP0140 QP0140 STATION RECOVERY (1976) QP0140 QP0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 QP0140'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE LITHO LIST QP0140'FOR LINE 88, DATED JULY 1973. QP0140 QP0140 STATION RECOVERY (1996) QP0140 QP0140'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QP0140'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. QP0140'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SE OF ST CLOUD. TO REACH QP0140'THE MARK, GO 0.25 MI (0.40 KM) SE ON TH 10 FROM JCT OF TH 10 AND CO RD QP0140'62 TO TH 10 MP 179.6. THE MARK, A DISK SET IN A DRILL HOLE IN QP0140'GRANITE, IS 37.2 FT (11.3 M) SW OF SB TH 10, 56.3 FT (17.2 M) NE OF QP0140'THE NE RAIL OF THE RR TRACKS, 10 FT (3.0 M) SE OF THE NW EDGE OF THE QP0140'EXPOSED BEDROCK, AND 3.0 FT (0.9 M) SW OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8842 *********************************************************************** AJ8842 DESIGNATION - LUMLEY AJ8842 PID - AJ8842 AJ8842 STATE/COUNTY- MN/SHERBURNE AJ8842 USGS QUAD - MONTICELLO (1991) AJ8842 AJ8842 *CURRENT SURVEY CONTROL AJ8842 ___________________________________________________________________ AJ8842* NAD 83(1996)- 45 21 37.79998(N) 093 49 35.20867(W) ADJUSTED AJ8842* NAVD 88 - 291.74 (meters) 957.2 (feet) LEVELING AJ8842 ___________________________________________________________________ AJ8842 X - -299,594.880 (meters) COMP AJ8842 Y - -4,479,349.947 (meters) COMP AJ8842 Z - 4,515,776.700 (meters) COMP AJ8842 LAPLACE CORR- -2.65 (seconds) DEFLEC99 AJ8842 ELLIP HEIGHT- 264.05 (meters) (07/14/03) GPS OBS AJ8842 GEOID HEIGHT- -27.71 (meters) GEOID99 AJ8842 AJ8842 HORZ ORDER - FIRST AJ8842 VERT ORDER - THIRD ? AJ8842 ELLP ORDER - THIRD CLASS II AJ8842 AJ8842.The horizontal coordinates were established by GPS observations AJ8842.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8842 AJ8842.The orthometric height was determined by differential leveling. AJ8842.The vertical network tie was performed by a horz. field party for horz. AJ8842.obs reductions. Reset procedures were used to establish the elevation. AJ8842 AJ8842.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8842 AJ8842.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8842 AJ8842.The ellipsoidal height was determined by GPS observations AJ8842.and is referenced to NAD 83. AJ8842 AJ8842.The geoid height was determined by GEOID99. AJ8842 AJ8842; North East Units Scale Converg. AJ8842;SPC MN S - 362,305.242 813,598.495 MT 1.00003461 +0 07 17.9 AJ8842;UTM 15 - 5,023,330.821 435,273.124 MT 0.99965151 -0 35 17.1 AJ8842 AJ8842 SUPERSEDED SURVEY CONTROL AJ8842 AJ8842.No superseded survey control is available for this station. AJ8842 AJ8842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3527323331(NAD 83) AJ8842_MARKER: DD = SURVEY DISK AJ8842_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8842_STAMPING: LUMLEY 1996 AJ8842_MARK LOGO: MNDT AJ8842_PROJECTION: RECESSED 5 CENTIMETERS AJ8842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8842+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8842_ROD/PIPE-DEPTH: 12.2 meters AJ8842 AJ8842 HISTORY - Date Condition Report By AJ8842 HISTORY - 1996 MONUMENTED MNDT AJ8842 AJ8842 STATION DESCRIPTION AJ8842 AJ8842'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8842'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NW OF BIG LAKE. TO REACH THE AJ8842'MARK, GO 4.45 MI (7.16 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH AJ8842'25 IN BIG LAKE TO TH 10 MP 199.15. THE MARK, A DISK SET ON A DRIVEN AJ8842'ALUMINUM ROD, IS 62.0 FT (18.9 M) SW OF SB TH 10, 47.1 FT (14.4 M) NE AJ8842'OF THE NORTH RAIL OF THE RR TRACKS, 68.1 FT (20.8 M) WEST OF A T-POLE, AJ8842'67.0 FT (20.4 M) SSE OF A T-POLE, 19.0 FT (5.8 M) SE OF A FIELD ENT, AJ8842'AND 3.0 FT (0.9 M) NE OF A WIT POST. THE MARK IS RECESSED 0.2 FT (6.1 AJ8842'CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0346 *********************************************************************** QP0346 DESIGNATION - M 255 QP0346 PID - QP0346 QP0346 STATE/COUNTY- MN/SHERBURNE QP0346 USGS QUAD - CLEARWATER (1991) QP0346 QP0346 *CURRENT SURVEY CONTROL QP0346 ___________________________________________________________________ QP0346* NAD 83(1996)- 45 25 40.97204(N) 094 01 51.14958(W) ADJUSTED QP0346* NAVD 88 - 300.154 (meters) 984.76 (feet) ADJUSTED QP0346 ___________________________________________________________________ QP0346 X - -315,199.707 (meters) COMP QP0346 Y - -4,472,926.792 (meters) COMP QP0346 Z - 4,521,054.887 (meters) COMP QP0346 LAPLACE CORR- -4.00 (seconds) DEFLEC99 QP0346 ELLIP HEIGHT- 272.77 (meters) (07/14/03) GPS OBS QP0346 GEOID HEIGHT- -27.38 (meters) GEOID99 QP0346 DYNAMIC HT - 300.141 (meters) 984.71 (feet) COMP QP0346 MODELED GRAV- 980,563.1 (mgal) NAVD 88 QP0346 QP0346 HORZ ORDER - FIRST QP0346 VERT ORDER - FIRST CLASS I QP0346 ELLP ORDER - THIRD CLASS II QP0346 QP0346.The horizontal coordinates were established by GPS observations QP0346.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0346 QP0346.The orthometric height was determined by differential leveling QP0346.and adjusted by the National Geodetic Survey in June 1991. QP0346 QP0346.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0346 QP0346.The Laplace correction was computed from DEFLEC99 derived deflections. QP0346 QP0346.The ellipsoidal height was determined by GPS observations QP0346.and is referenced to NAD 83. QP0346 QP0346.The geoid height was determined by GEOID99. QP0346 QP0346.The dynamic height is computed by dividing the NAVD 88 QP0346.geopotential number by the normal gravity value computed on the QP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0346.degrees latitude (g = 980.6199 gals.). QP0346 QP0346.The modeled gravity was interpolated from observed gravity values. QP0346 QP0346; North East Units Scale Converg. QP0346;SPC MN S - 369,798.817 797,583.679 MT 1.00005306 -0 01 17.9 QP0346;UTM 15 - 5,031,019.695 419,358.584 MT 0.99967995 -0 44 03.9 QP0346 QP0346 SUPERSEDED SURVEY CONTROL QP0346 QP0346 NGVD 29 - 300.032 (m) 984.36 (f) ADJ UNCH 1 1 QP0346 QP0346.Superseded values are not recommended for survey control. QP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0346.See file dsdata.txt to determine how the superseded data were derived. QP0346 QP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1935931020(NAD 83) QP0346_MARKER: DB = BENCH MARK DISK QP0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QP0346_STAMPING: M 255 1970 QP0346_MARK LOGO: CGS QP0346_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QP0346+STABILITY: SURFACE MOTION QP0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0346+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1996 QP0346 QP0346 HISTORY - Date Condition Report By QP0346 HISTORY - 1970 MONUMENTED CGS QP0346 HISTORY - 1976 GOOD NGS QP0346 HISTORY - 1977 GOOD MNDT QP0346 HISTORY - 19960822 GOOD MNDT QP0346 QP0346 STATION DESCRIPTION QP0346 QP0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 QP0346'1.1 MI NW FROM CLEARWATER. QP0346'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END QP0346'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE QP0346'0.2 MILE NORTHWEST ALONG COUNTY ROAD 8, AT THE INTERSECTION OF THE QP0346'ROAD AND A PAVED ROAD WHICH IS OLD STATE HIGHWAY 24, 53 FEET EAST OF QP0346'THE CENTER OF THE INTERSECTION, 27 FEET NORTHEAST OF THE CENTER LINE QP0346'OF COUNTY ROAD 8, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE PAVED QP0346'ROAD, 5.2 FEET SOUTHEAST OF THE WEST CORNER OF A CHAIN LINK FENCE QP0346'AROUND A GROUP OF TRANSFORMERS, 1 FOOT SOUTHWEST OF THE FENCE, ABOUT QP0346'LEVEL WITH THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST QP0346'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION 28, T 34N, R QP0346'30W. QP0346 QP0346 STATION RECOVERY (1976) QP0346 QP0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 QP0346'RECOVERED IN GOOD CONDITION. QP0346 QP0346 STATION RECOVERY (1977) QP0346 QP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 1977 QP0346'THE MARK WAS FOUND AS DESCRIBED, 0.9 MILES NORTHEAST ALONG TRUNK QP0346'HIGHWAY 24 FROM THE NORTHEAST END OF BRIDGE 6557 OVER THE MISSISSIPPI QP0346'RIVER AT CLEARWATER, THENCE, 0.2 MILES NORTHWEST ALONG COUNTY ROAD 8 QP0346'AT A POWER COMPANY SUB STATION. IT IS 39.4 FT. NORTHEAST OF, AND 3 FT. QP0346'LOWER THAN THE CENTERLINE OF COUNTY ROAD 8, 42.3 FT. SOUTHEAST OF THE QP0346'CENTERLINE OF A TOWNSHIP ROAD OLD TRUNK HIGHWAY 24, 5.2 FT. SOUTHEAST QP0346'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 1 FT. SOUTHWEST OF THE QP0346'FENCE AND 3.7 FT. SOUTHEAST OF POWER POLE 30. QP0346 QP0346 STATION RECOVERY (1996) QP0346 QP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QP0346'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. A NEW QP0346'DESCRIPTION FOLLOWS. THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NW OF QP0346'CLEARWATER. TO REACH THE MARK, GO 0.2 MI (0.3 KM) NW ON CO RD 8 FROM QP0346'THE JCT OF CO RD 8 AND TH 24. THE MARK, A DISK SET IN A CONC MON, IS QP0346'53 FT (16.2 M) EAST OF THE JCT OF CO RD 8 AND 99TH ST, 27 FT (8.2 M) QP0346'NE OF CO RD 8, 42 FT (12.8 M) SE OF 99TH ST, 5.2 FT (1.6 M) SE OF THE QP0346'WEST COR OF A SUB-STA FENCE, 1 FT (0.3 M) SW OF A FENCE, AND 3.0 FT QP0346'(0.9 M) SE OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8843 *********************************************************************** AJ8843 DESIGNATION - MARCUS AJ8843 PID - AJ8843 AJ8843 STATE/COUNTY- MN/SHERBURNE AJ8843 USGS QUAD - CLEAR LAKE (1991) AJ8843 AJ8843 *CURRENT SURVEY CONTROL AJ8843 ___________________________________________________________________ AJ8843* NAD 83(1996)- 45 26 28.00985(N) 093 59 05.22962(W) ADJUSTED AJ8843* NAVD 88 - 301.62 (meters) 989.6 (feet) LEVELING AJ8843 ___________________________________________________________________ AJ8843 X - -311,529.741 (meters) COMP AJ8843 Y - -4,472,147.748 (meters) COMP AJ8843 Z - 4,522,074.960 (meters) COMP AJ8843 LAPLACE CORR- -3.64 (seconds) DEFLEC99 AJ8843 ELLIP HEIGHT- 274.19 (meters) (07/14/03) GPS OBS AJ8843 GEOID HEIGHT- -27.43 (meters) GEOID99 AJ8843 AJ8843 HORZ ORDER - FIRST AJ8843 VERT ORDER - THIRD ? AJ8843 ELLP ORDER - THIRD CLASS II AJ8843 AJ8843.The horizontal coordinates were established by GPS observations AJ8843.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8843 AJ8843.The orthometric height was determined by differential leveling. AJ8843.The vertical network tie was performed by a horz. field party for horz. AJ8843.obs reductions. Reset procedures were used to establish the elevation. AJ8843 AJ8843.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8843 AJ8843.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8843 AJ8843.The ellipsoidal height was determined by GPS observations AJ8843.and is referenced to NAD 83. AJ8843 AJ8843.The geoid height was determined by GEOID99. AJ8843 AJ8843; North East Units Scale Converg. AJ8843;SPC MN S - 371,250.717 801,190.403 MT 1.00005680 +0 00 38.4 AJ8843;UTM 15 - 5,032,426.094 422,981.713 MT 0.99967293 -0 42 06.2 AJ8843 AJ8843 SUPERSEDED SURVEY CONTROL AJ8843 AJ8843.No superseded survey control is available for this station. AJ8843 AJ8843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2298232426(NAD 83) AJ8843_MARKER: DD = SURVEY DISK AJ8843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8843_STAMPING: MARCUS 1996 AJ8843_MARK LOGO: MNDT AJ8843_PROJECTION: RECESSED 3 CENTIMETERS AJ8843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8843+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8843_ROD/PIPE-DEPTH: 19.8 meters AJ8843 AJ8843 HISTORY - Date Condition Report By AJ8843 HISTORY - 1996 MONUMENTED MNDT AJ8843 AJ8843 STATION DESCRIPTION AJ8843 AJ8843'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8843'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF CLEAR LAKE. TO REACH AJ8843'THE MARK, GO 0.4 MI (0.6 KM) SE ON TH 10 FROM THE JCT TH 10 AND TH 24 AJ8843'IN CLEAR LAKE TO TH 10 MP 189.5. THE MARK, A DISK SET ON A DRIVEN AJ8843'ALUMINUM ROD, IS 55.5 FT (16.9 M) SW OF SB TH 10, 17.8 FT (5.4 M) WSW AJ8843'OF A T-POLE, 114.3 FT (34.8 M) ESE OF A T-POLE, 47.5 FT (14.5 M) WEST AJ8843'OF 85TH AV, 38.8 FT (11.8 M) NE OF THE NORTH RR TRACK, AND 3.0 FT (0.9 AJ8843'M) NORTH OF A WIT POST. THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW AJ8843'THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8844 *********************************************************************** AJ8844 DESIGNATION - MOSFO AJ8844 PID - AJ8844 AJ8844 STATE/COUNTY- MN/SHERBURNE AJ8844 USGS QUAD - CLEAR LAKE (1991) AJ8844 AJ8844 *CURRENT SURVEY CONTROL AJ8844 ___________________________________________________________________ AJ8844* NAD 83(1996)- 45 25 30.71835(N) 093 55 43.91611(W) ADJUSTED AJ8844* NAVD 88 - 299.60 (meters) 982.9 (feet) LEVELING AJ8844 ___________________________________________________________________ AJ8844 X - -307,251.039 (meters) COMP AJ8844 Y - -4,473,705.378 (meters) COMP AJ8844 Z - 4,520,832.221 (meters) COMP AJ8844 LAPLACE CORR- -3.45 (seconds) DEFLEC99 AJ8844 ELLIP HEIGHT- 272.08 (meters) (07/14/03) GPS OBS AJ8844 GEOID HEIGHT- -27.52 (meters) GEOID99 AJ8844 AJ8844 HORZ ORDER - FIRST AJ8844 VERT ORDER - THIRD ? AJ8844 ELLP ORDER - THIRD CLASS II AJ8844 AJ8844.The horizontal coordinates were established by GPS observations AJ8844.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8844 AJ8844.The orthometric height was determined by differential leveling. AJ8844.The vertical network tie was performed by a horz. field party for horz. AJ8844.obs reductions. Reset procedures were used to establish the elevation. AJ8844 AJ8844.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8844 AJ8844.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8844 AJ8844.The ellipsoidal height was determined by GPS observations AJ8844.and is referenced to NAD 83. AJ8844 AJ8844.The geoid height was determined by GEOID99. AJ8844 AJ8844; North East Units Scale Converg. AJ8844;SPC MN S - 369,484.212 805,567.375 MT 1.00005226 +0 02 59.5 AJ8844;UTM 15 - 5,030,606.041 427,334.718 MT 0.99966492 -0 39 42.1 AJ8844 AJ8844 SUPERSEDED SURVEY CONTROL AJ8844 AJ8844.No superseded survey control is available for this station. AJ8844 AJ8844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2733530606(NAD 83) AJ8844_MARKER: DD = SURVEY DISK AJ8844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8844_STAMPING: MOSFO 1996 AJ8844_MARK LOGO: MNDT AJ8844_PROJECTION: FLUSH AJ8844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8844+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8844_ROD/PIPE-DEPTH: 10.7 meters AJ8844 AJ8844 HISTORY - Date Condition Report By AJ8844 HISTORY - 1996 MONUMENTED MNDT AJ8844 AJ8844 STATION DESCRIPTION AJ8844 AJ8844'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8844'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NW OF BECKER. TO REACH THE AJ8844'MARK, GO 3.7 MI (6.0 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND CO RD AJ8844'23 IN BECKER TO TH 10 MP 192.5. THE MARK, A DISK SET ON A DRIVEN AJ8844'ALUMINUM ROD, IS 58.0 FT (17.7 M) SW OF SB TH 10, 35.7 FT (10.9 M) NE AJ8844'OF THE NORTH RR TRACK, 107.5 FT (32.8 M) WNW OF A T-POLE, 26.6 FT (8.1 AJ8844'M) ESE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8845 *********************************************************************** AJ8845 DESIGNATION - MOVIE AJ8845 PID - AJ8845 AJ8845 STATE/COUNTY- MN/SHERBURNE AJ8845 USGS QUAD - CABLE (1993) AJ8845 AJ8845 *CURRENT SURVEY CONTROL AJ8845 ___________________________________________________________________ AJ8845* NAD 83(1996)- 45 31 22.58358(N) 094 05 16.81737(W) ADJUSTED AJ8845* NAVD 88 - 309.39 (meters) 1015.1 (feet) LEVELING AJ8845 ___________________________________________________________________ AJ8845 X - -319,123.955 (meters) COMP AJ8845 Y - -4,465,116.626 (meters) COMP AJ8845 Z - 4,528,457.238 (meters) COMP AJ8845 LAPLACE CORR- -4.06 (seconds) DEFLEC99 AJ8845 ELLIP HEIGHT- 282.22 (meters) (07/14/03) GPS OBS AJ8845 GEOID HEIGHT- -27.16 (meters) GEOID99 AJ8845 AJ8845 HORZ ORDER - FIRST AJ8845 VERT ORDER - THIRD ? AJ8845 ELLP ORDER - THIRD CLASS II AJ8845 AJ8845.The horizontal coordinates were established by GPS observations AJ8845.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8845 AJ8845.The orthometric height was determined by differential leveling. AJ8845.The vertical network tie was performed by a horz. field party for horz. AJ8845.obs reductions. Reset procedures were used to establish the elevation. AJ8845 AJ8845.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8845 AJ8845.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8845 AJ8845.The ellipsoidal height was determined by GPS observations AJ8845.and is referenced to NAD 83. AJ8845 AJ8845.The geoid height was determined by GEOID99. AJ8845 AJ8845; North East Units Scale Converg. AJ8845;SPC MN S - 380,349.178 793,123.949 MT 1.00008137 -0 03 42.1 AJ8845;UTM 15 - 5,041,620.730 415,032.274 MT 0.99968876 -0 46 34.9 AJ8845 AJ8845 SUPERSEDED SURVEY CONTROL AJ8845 AJ8845.No superseded survey control is available for this station. AJ8845 AJ8845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1503241621(NAD 83) AJ8845_MARKER: DD = SURVEY DISK AJ8845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8845_STAMPING: MOVIE 1992 AJ8845_MARK LOGO: MN-141 AJ8845_PROJECTION: FLUSH AJ8845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8845+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 AJ8845_ROD/PIPE-DEPTH: 5.5 meters AJ8845 AJ8845 HISTORY - Date Condition Report By AJ8845 HISTORY - 1992 MONUMENTED MN-141 AJ8845 HISTORY - 19960501 GOOD MNDT AJ8845 AJ8845 STATION DESCRIPTION AJ8845 AJ8845'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8845'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AJ8845'THE MARK IS LOCATED ABOUT . TO REACH THE MARK, GO 1.7 MI (2.7 KM) SE AJ8845'ON TH 10 FROM THE JCT OF TH 10 AND TH 301 NEAR THE ST CLOUD AJ8845'REFORMATORY TO TH 10 MP 181.85. THE MARK, A DISK SET ON A DRIVEN AJ8845'ALUMINUM ROD, IS 56.0 FT (17.1 M) SW OF SB TH 10, 48.0 FT (14.6 M) AJ8845'SOUTH OF 32ND ST, 17 FT (5.2 M) SE OF A P-POLE, 19.4 FT (5.9 M) NW OF AJ8845'A P-POLE, 37.0 FT (11.3 M) NE OF THE NE RAIL OF THE RR TRACKS, AND 1.9 AJ8845'FT (0.6 M) EAST OF A WIT POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) AJ8845'BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8846 *********************************************************************** AJ8846 DESIGNATION - PERT AJ8846 PID - AJ8846 AJ8846 STATE/COUNTY- MN/SHERBURNE AJ8846 USGS QUAD - ST CLOUD (1993) AJ8846 AJ8846 *CURRENT SURVEY CONTROL AJ8846 ___________________________________________________________________ AJ8846* NAD 83(1996)- 45 33 25.49187(N) 094 07 38.72839(W) ADJUSTED AJ8846* NAVD 88 - 315.96 (meters) 1036.6 (feet) LEVELING AJ8846 ___________________________________________________________________ AJ8846 X - -322,001.295 (meters) COMP AJ8846 Y - -4,462,199.266 (meters) COMP AJ8846 Z - 4,531,119.850 (meters) COMP AJ8846 LAPLACE CORR- -3.69 (seconds) DEFLEC99 AJ8846 ELLIP HEIGHT- 288.89 (meters) (07/14/03) GPS OBS AJ8846 GEOID HEIGHT- -27.06 (meters) GEOID99 AJ8846 AJ8846 HORZ ORDER - FIRST AJ8846 VERT ORDER - THIRD ? AJ8846 ELLP ORDER - THIRD CLASS II AJ8846 AJ8846.The horizontal coordinates were established by GPS observations AJ8846.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8846 AJ8846.The orthometric height was determined by differential leveling. AJ8846.The vertical network tie was performed by a horz. field party for horz. AJ8846.obs reductions. Reset procedures were used to establish the elevation. AJ8846 AJ8846.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8846 AJ8846.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8846 AJ8846.The ellipsoidal height was determined by GPS observations AJ8846.and is referenced to NAD 83. AJ8846 AJ8846.The geoid height was determined by GEOID99. AJ8846 AJ8846; North East Units Scale Converg. AJ8846;SPC MN S - 384,148.093 790,049.898 MT 1.00009223 -0 05 21.5 AJ8846;UTM 15 - 5,045,456.204 412,007.075 MT 0.99969519 -0 48 17.9 AJ8846 AJ8846 SUPERSEDED SURVEY CONTROL AJ8846 AJ8846.No superseded survey control is available for this station. AJ8846 AJ8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1200745456(NAD 83) AJ8846_MARKER: DD = SURVEY DISK AJ8846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8846_STAMPING: PERT 1996 AJ8846_MARK LOGO: MNDT AJ8846_PROJECTION: RECESSED 3 CENTIMETERS AJ8846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8846+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8846_ROD/PIPE-DEPTH: 3.7 meters AJ8846 AJ8846 HISTORY - Date Condition Report By AJ8846 HISTORY - 1996 MONUMENTED MNDT AJ8846 AJ8846 STATION DESCRIPTION AJ8846 AJ8846'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8846'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF ST CLOUD. TO REACH THE AJ8846'MARK, GO 0.85 MI (1.37 KM) SE ON TH 10 FROM THE JCT OF TH 10 AND TH 23 AJ8846'IN ST CLOUD TO TH 10 MP 178.85. THE MARK, A DISK SET ON A DRIVEN AJ8846'ALUMINUM ROD, IS 76.0 FT (23.2 M) NE OF NB TH 10, 19.5 FT (5.9 M) SE AJ8846'OF A DRIVEWAY, 136.6 FT (41.6 M) EAST OF A SIGNAL LIGHT POST, 19.6 FT AJ8846'(6.0 M) NE OF A 15 INCH CMP, 159.2 FT (48.5 M) WNW OF THE WEST LEG OF AJ8846'A SIGN, 13.7 FT (4.2 M) SSW OF THE END GUARD RAIL POST, AND 13.5 FT AJ8846'(4.1 M) SSW OF A WIT POST. THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW AJ8846'THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4884 *********************************************************************** AC4884 CBN - This is a Cooperative Base Network Control Station. AC4884 DESIGNATION - PORT AC4884 PID - AC4884 AC4884 STATE/COUNTY- MN/SHERBURNE AC4884 USGS QUAD - CABLE (1993) AC4884 AC4884 *CURRENT SURVEY CONTROL AC4884 ___________________________________________________________________ AC4884* NAD 83(1996)- 45 32 45.97887(N) 094 04 01.94958(W) ADJUSTED AC4884* NAVD 88 - 312.2 (meters) 1024. (feet) GPS OBS AC4884 ___________________________________________________________________ AC4884 X - -317,373.042 (meters) COMP AC4884 Y - -4,463,401.210 (meters) COMP AC4884 Z - 4,530,262.806 (meters) COMP AC4884 LAPLACE CORR- -4.08 (seconds) DEFLEC99 AC4884 ELLIP HEIGHT- 285.02 (meters) (01/15/97) GPS OBS AC4884 GEOID HEIGHT- -27.16 (meters) GEOID99 AC4884 AC4884 HORZ ORDER - B AC4884 ELLP ORDER - FOURTH CLASS I AC4884 AC4884.This mark is at St Cloud Airport (STC) AC4884 AC4884.The horizontal coordinates were established by GPS observations AC4884.and adjusted by the National Geodetic Survey in January 1997. AC4884 AC4884.The orthometric height was determined by GPS observations and a AC4884.high-resolution geoid model. AC4884 AC4884.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4884 AC4884.The Laplace correction was computed from DEFLEC99 derived deflections. AC4884 AC4884.The ellipsoidal height was determined by GPS observations AC4884.and is referenced to NAD 83. AC4884 AC4884.The geoid height was determined by GEOID99. AC4884 AC4884; North East Units Scale Converg. AC4884;SPC MN S - 382,922.503 794,750.960 MT 1.00008870 -0 02 49.6 AC4884;UTM 15 - 5,044,172.544 416,690.597 MT 0.99968533 -0 45 42.6 AC4884 AC4884 SUPERSEDED SURVEY CONTROL AC4884 AC4884.No superseded survey control is available for this station. AC4884 AC4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1669144173(NAD 83) AC4884_MARKER: DD = SURVEY DISK AC4884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC4884_STAMPING: GPS NO PORT 1992 AC4884_MARK LOGO: MN-141 AC4884_PROJECTION: FLUSH AC4884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC4884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4884+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2000 AC4884_ROD/PIPE-DEPTH: 5.5 meters AC4884 AC4884 HISTORY - Date Condition Report By AC4884 HISTORY - 1992 MONUMENTED MN-141 AC4884 HISTORY - 19941102 GOOD MNDT AC4884 HISTORY - 19970402 GOOD MNDT AC4884 HISTORY - 20001106 GOOD MNDT AC4884 AC4884 STATION DESCRIPTION AC4884 AC4884'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AC4884'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED IN THE AC4884'CITY OF ST CLOUD AT THE ST CLOUD AIRPORT, IN THE SW 1/4 OF SECTION 3, AC4884'T35N, R30W. TO REACH THE MARK FORM THE JCT OF TH 10 AND TH 301 NEAR AC4884'THE ST CLOUD REFORMATORY, GO NW FOR 0.80 MI (1.29 KM) ON TH 10, THEN AC4884'GO EAST FOR 2.8 MI (4.5 KM) ON CO RD 7, THEN GO SOUTH FOR 0.05 MI AC4884'(0.08 KM) TO THE AIRPORT ENT AND THE MARK ON THE RIGHT. THE MARK, A AC4884'SHERBURNE CO DISK SET ON THE TOP OF A 3/4 INCH BY 18 FT (5.5 M) DRIVEN AC4884'ALUMINUM ROD, IS 75 FT (22.9 M) WSW OF THE AIRPORT DRIVEWAY, 28.2 FT AC4884'(8.6 M) SE OF THE SOUTH MANHOLE OF A PAIR, 83.7 FT (25.5 M) NW OF AN AC4884'ELECTRICAL BOX, 176 FT (53.6 M) WEST OF THE SE END OF AN 18 INCH AC4884'CULVERT, 209 FT (63.7 M) NW OF A FENCE, AND 568 FT (173.1 M) SW OF THE AC4884'SW COR OF AIRPORT OFFICE. NOTIFY AIRPORT OF OBSERVATION SCHEDULE. AC4884'RECOVERED AND DESCRIBED BY DAVID K. HERDER, TYPED BY D.J.E. AC4884 AC4884 STATION RECOVERY (1997) AC4884 AC4884'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) AC4884'THE MARK WAS RECOVERED AS DESCRIBED. AC4884 AC4884 STATION RECOVERY (2000) AC4884 AC4884'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (CJB) AC4884'RECOVERED 2 FT (0.6 M) WEST OF A WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8847 *********************************************************************** AJ8847 DESIGNATION - RATO AJ8847 PID - AJ8847 AJ8847 STATE/COUNTY- MN/SHERBURNE AJ8847 USGS QUAD - CABLE (1993) AJ8847 AJ8847 *CURRENT SURVEY CONTROL AJ8847 ___________________________________________________________________ AJ8847* NAD 83(1996)- 45 30 47.48609(N) 094 04 35.49487(W) ADJUSTED AJ8847* NAVD 88 - 308.74 (meters) 1012.9 (feet) LEVELING AJ8847 ___________________________________________________________________ AJ8847 X - -318,284.346 (meters) COMP AJ8847 Y - -4,465,951.158 (meters) COMP AJ8847 Z - 4,527,697.489 (meters) COMP AJ8847 LAPLACE CORR- -4.24 (seconds) DEFLEC99 AJ8847 ELLIP HEIGHT- 281.54 (meters) (07/14/03) GPS OBS AJ8847 GEOID HEIGHT- -27.19 (meters) GEOID99 AJ8847 AJ8847 HORZ ORDER - FIRST AJ8847 VERT ORDER - THIRD ? AJ8847 ELLP ORDER - THIRD CLASS II AJ8847 AJ8847.The horizontal coordinates were established by GPS observations AJ8847.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8847 AJ8847.The orthometric height was determined by differential leveling. AJ8847.The vertical network tie was performed by a horz. field party for horz. AJ8847.obs reductions. Reset procedures were used to establish the elevation. AJ8847 AJ8847.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8847 AJ8847.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8847 AJ8847.The ellipsoidal height was determined by GPS observations AJ8847.and is referenced to NAD 83. AJ8847 AJ8847.The geoid height was determined by GEOID99. AJ8847 AJ8847; North East Units Scale Converg. AJ8847;SPC MN S - 379,264.633 794,019.778 MT 1.00007833 -0 03 13.1 AJ8847;UTM 15 - 5,040,525.528 415,914.162 MT 0.99968693 -0 46 05.0 AJ8847 AJ8847 SUPERSEDED SURVEY CONTROL AJ8847 AJ8847.No superseded survey control is available for this station. AJ8847 AJ8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1591440526(NAD 83) AJ8847_MARKER: DD = SURVEY DISK AJ8847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8847_STAMPING: RATO 1996 AJ8847_MARK LOGO: MNDT AJ8847_PROJECTION: RECESSED 5 CENTIMETERS AJ8847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8847+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8847_ROD/PIPE-DEPTH: 16.8 meters AJ8847 AJ8847 HISTORY - Date Condition Report By AJ8847 HISTORY - 1996 MONUMENTED MNDT AJ8847 AJ8847 STATION DESCRIPTION AJ8847 AJ8847'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8847'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SE OF ST CLOUD. TO REACH THE AJ8847'MARK, GO 4.75 MI (7.64 KM) SE ON TH 10 FROM THE JCT TH 10 AND TH 23 IN AJ8847'ST CLOUD TO TH 10 MP 182.75. THE MARK, A DISK SET ON A DRIVEN AJ8847'ALUMINUM ROD, IS 53.0 FT (16.2 M) SW OF SB TH 10, 36.0 FT (11.0 M) WSW AJ8847'OF A T-POLE, 86.1 FT (26.2 M) WNW OF A T-POLE, 9.5 FT (2.9 M) SE OF A AJ8847'FIELD ENT, 41.5 FT (12.6 M) NE OF THE NORTH RAIL OF THE RR TRACKS, AND AJ8847'3.0 FT (0.9 M) NE OF A WIT POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) AJ8847'BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO2518 *********************************************************************** QO2518 DESIGNATION - REMMELE QO2518 PID - QO2518 QO2518 STATE/COUNTY- MN/SHERBURNE QO2518 USGS QUAD - BIG LAKE (1991) QO2518 QO2518 *CURRENT SURVEY CONTROL QO2518 ___________________________________________________________________ QO2518* NAD 83(1996)- 45 19 55.54803(N) 093 43 13.77832(W) ADJUSTED QO2518* NAVD 88 - 285.56 (meters) 936.9 (feet) LEVELING QO2518 ___________________________________________________________________ QO2518 LAPLACE CORR- -4.45 (seconds) DEFLEC99 QO2518 GEOID HEIGHT- -27.87 (meters) GEOID99 QO2518 QO2518 HORZ ORDER - FIRST QO2518 VERT ORDER - THIRD ? QO2518 QO2518.The horizontal coordinates were established by GPS observations QO2518.and adjusted by the National Geodetic Survey in March 1999. QO2518 QO2518.The orthometric height was determined by differential leveling. QO2518.The vertical network tie was performed by a horz. field party for horz. QO2518.obs reductions. Reset procedures were used to establish the elevation. QO2518 QO2518.The Laplace correction was computed from DEFLEC99 derived deflections. QO2518 QO2518.The geoid height was determined by GEOID99. QO2518 QO2518; North East Units Scale Converg. QO2518;SPC MN S - 359,171.465 821,911.040 MT 1.00002727 +0 11 45.3 QO2518;UTM 15 - 5,020,095.669 443,543.063 MT 0.99963919 -0 30 44.7 QO2518 QO2518 SUPERSEDED SURVEY CONTROL QO2518 QO2518 NAD 83(1986)- 45 19 55.54389(N) 093 43 13.76968(W) AD( ) 1 QO2518 QO2518.Superseded values are not recommended for survey control. QO2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO2518.See file dsdata.txt to determine how the superseded data were derived. QO2518 QO2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4354320096(NAD 83) QO2518_MARKER: DH = HORIZONTAL CONTROL DISK QO2518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) QO2518_STAMPING: REMMELE 1991 QO2518_MARK LOGO: MNDT QO2518_PROJECTION: RECESSED 13 CENTIMETERS QO2518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET QO2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO2518+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1996 QO2518_ROD/PIPE-DEPTH: 7.01 meters QO2518_SLEEVE-DEPTH : 0.91 meters QO2518 QO2518 HISTORY - Date Condition Report By QO2518 HISTORY - 1991 MONUMENTED MNDT QO2518 HISTORY - 19960502 GOOD MNDT QO2518 QO2518 STATION DESCRIPTION QO2518 QO2518'DESCRIBED BY MN DEPT OF TRANSP 1991 QO2518'400 QO2518'1.25 MI (2.01 KM) EAST BIG LAKE, 65.5 FT (20.0 M) SOUTH EB TH 10, MP QO2518'204.95, 233 FT (71.0 M) EAST OF ROAD TO REMMELE ENGINEERING, 3.0 FT QO2518'(0.9 M) WEST WIT POST. QO2518 QO2518 STATION RECOVERY (1996) QO2518 QO2518'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO2518'RECOVERED AS DESCRIBED, ACCESS COVER RECESSED 5 INCHES, DISK RECESSED QO2518'8 INCHES. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8849 *********************************************************************** AJ8849 DESIGNATION - SALIDA AJ8849 PID - AJ8849 AJ8849 STATE/COUNTY- MN/SHERBURNE AJ8849 USGS QUAD - MONTICELLO (1991) AJ8849 AJ8849 *CURRENT SURVEY CONTROL AJ8849 ___________________________________________________________________ AJ8849* NAD 83(1996)- 45 21 20.71750(N) 093 49 09.85601(W) ADJUSTED AJ8849* NAVD 88 - 291.35 (meters) 955.9 (feet) LEVELING AJ8849 ___________________________________________________________________ AJ8849 X - -299,069.283 (meters) COMP AJ8849 Y - -4,479,760.868 (meters) COMP AJ8849 Z - 4,515,405.833 (meters) COMP AJ8849 LAPLACE CORR- -2.70 (seconds) DEFLEC99 AJ8849 ELLIP HEIGHT- 263.65 (meters) (07/14/03) GPS OBS AJ8849 GEOID HEIGHT- -27.72 (meters) GEOID99 AJ8849 AJ8849 HORZ ORDER - FIRST AJ8849 VERT ORDER - THIRD ? AJ8849 ELLP ORDER - THIRD CLASS II AJ8849 AJ8849.The horizontal coordinates were established by GPS observations AJ8849.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8849 AJ8849.The orthometric height was determined by differential leveling. AJ8849.The vertical network tie was performed by a horz. field party for horz. AJ8849.obs reductions. Reset procedures were used to establish the elevation. AJ8849 AJ8849.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8849 AJ8849.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8849 AJ8849.The ellipsoidal height was determined by GPS observations AJ8849.and is referenced to NAD 83. AJ8849 AJ8849.The geoid height was determined by GEOID99. AJ8849 AJ8849; North East Units Scale Converg. AJ8849;SPC MN S - 361,779.052 814,151.456 MT 1.00003337 +0 07 35.7 AJ8849;UTM 15 - 5,022,798.027 435,819.317 MT 0.99965065 -0 34 58.8 AJ8849 AJ8849 SUPERSEDED SURVEY CONTROL AJ8849 AJ8849.No superseded survey control is available for this station. AJ8849 AJ8849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3581922798(NAD 83) AJ8849_MARKER: DD = SURVEY DISK AJ8849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8849_STAMPING: SALIDA 1996 AJ8849_MARK LOGO: MNDT AJ8849_PROJECTION: RECESSED 3 CENTIMETERS AJ8849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8849+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8849_ROD/PIPE-DEPTH: 13.7 meters AJ8849 AJ8849 HISTORY - Date Condition Report By AJ8849 HISTORY - 1996 MONUMENTED MNDT AJ8849 AJ8849 STATION DESCRIPTION AJ8849 AJ8849'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8849'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NW OF BIG LAKE. TO REACH THE AJ8849'MARK, GO 4.0 MI (6.4 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH AJ8849'25 IN BIG LAKE TO TH 10 MP 199.6. THE MARK, A DISK SET ON A DRIVEN AJ8849'ALUMINUM ROD, IS 140.0 FT (42.7 M) SW OF SB TH 10, 26.0 FT (7.9 M) SW AJ8849'OF THE SOUTH RAIL OF THE RR TRACKS, 96.3 FT (29.4 M) WSW OF A T-POLE, AJ8849'96.2 FT (29.3 M) ENE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST. AJ8849'THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO1977 *********************************************************************** QO1977 DESIGNATION - SANTIAGO QO1977 PID - QO1977 QO1977 STATE/COUNTY- MN/SHERBURNE QO1977 USGS QUAD - CLEAR LAKE (1991) QO1977 QO1977 *CURRENT SURVEY CONTROL QO1977 ___________________________________________________________________ QO1977* NAD 83(1996)- 45 29 11.50660(N) 093 52 44.29182(W) ADJUSTED QO1977* NAVD 88 - 310. (meters) 1017. (feet) SCALED QO1977 ___________________________________________________________________ QO1977 LAPLACE CORR- -3.30 (seconds) DEFLEC99 QO1977 GEOID HEIGHT- -27.51 (meters) GEOID99 QO1977 QO1977 HORZ ORDER - SECOND QO1977 QO1977.The horizontal coordinates were established by classical geodetic methods QO1977.and adjusted by the National Geodetic Survey in March 1999. QO1977 QO1977.The orthometric height was scaled from a topographic map. QO1977 QO1977.The Laplace correction was computed from DEFLEC99 derived deflections. QO1977 QO1977.The geoid height was determined by GEOID99. QO1977 QO1977; North East Units Scale Converg. QO1977;SPC MN S - 376,305.478 809,462.390 MT 1.00007018 +0 05 05.4 QO1977;SPC MN C - 154,144.815 829,006.690 MT 1.00003073 +0 16 06.2 QO1977;UTM 15 - 5,037,375.699 431,312.559 MT 0.99965801 -0 37 36.5 QO1977 QO1977: Primary Azimuth Mark Grid Az QO1977:SPC MN S - SANTIAGO AZ MK 276 25 24.5 QO1977:SPC MN C - SANTIAGO AZ MK 276 14 23.7 QO1977:UTM 15 - SANTIAGO AZ MK 277 08 06.4 QO1977 QO1977|---------------------------------------------------------------------| QO1977| PID Reference Object Distance Geod. Az | QO1977| dddmmss.s | QO1977| QO1856 SAND DUNES LOOKOUT TOWER APPROX.15.9 KM 1141619.3 | QO1977| CJ4657 SANTIAGO RM 1 20.114 METERS 20338 | QO1977| CJ4656 SANTIAGO AZ MK 2763029.9 | QO1977| QO2033 DUELM ST LAWRENCE CH STEEPLE APPROX.10.5 KM 3350812.8 | QO1977|---------------------------------------------------------------------| QO1977 QO1977 SUPERSEDED SURVEY CONTROL QO1977 QO1977 NAD 83(1986)- 45 29 11.50311(N) 093 52 44.28420(W) AD( ) 2 QO1977 NAD 27 - 45 29 11.62470(N) 093 52 43.36030(W) AD( ) 2 QO1977 QO1977.Superseded values are not recommended for survey control. QO1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO1977.See file dsdata.txt to determine how the superseded data were derived. QO1977 QO1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3131337376(NAD 83) QO1977_MARKER: DS = TRIANGULATION STATION DISK QO1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QO1977_STAMPING: SANTIAGO 1961 QO1977_MARK LOGO: CGS QO1977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QO1977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QO1977+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1996 QO1977 QO1977 HISTORY - Date Condition Report By QO1977 HISTORY - 1961 MONUMENTED CGS QO1977 HISTORY - 19960502 GOOD MNDT QO1977 QO1977 STATION DESCRIPTION QO1977 QO1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (BRB) QO1977'THE STATION IS ABOUT 5 MILES SOUTHWEST OF SANTIAGO, ABOUT QO1977'2 MILES SOUTH OF BOYD LAKE, ON THE PROPERTY OF MR. GEORGE QO1977'HENERY AND IS IN THE NORTHEAST CORNER OF SECTION 36, T. 35 N., QO1977'R. 29 W. IT IS 85 FEET SOUTH OF THE CENTERLINE OF A SAND ROAD, QO1977'12 FEET NORTH OF AN 8 INCH OAK TREE AND 4 FEET SOUTHWEST OF A QO1977'WITNESS POST. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS QO1977'STAMPED SANTIAGO 1961. QO1977' QO1977'TO REACH FROM THE SANTIAGO CO-OP CREAMERY IN SANTIAGO, GO WEST QO1977'ON A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD. CONTINUE WESTERLY QO1977'ON A PAVED ROAD FOR 1.75 MILES TO A CROSSROAD, STATE HIGHWAY 218. QO1977'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 218 FOR 3.9 MILES TO QO1977'ANOTHER CROSSROAD. TURN RIGHT AND GO WEST ON A SAND ROAD FOR QO1977'1.25 MILES TO THE STATION ON THE LEFT. QO1977' QO1977'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE QO1977'SAND ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT. QO1977' QO1977'REFERENCE MARK 1 IS 69 FEET SOUTH OF THE WITNESS POST, 17 QO1977'FEET SOUTH OF A 12 INCH OAK TREE, 16 FEET NORTHEAST OF A 12 INCH QO1977'OAK TREE AND 10 FEET NORTHWEST OF AN 8 INCH OAK TREE. THE QO1977'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED SANTIAGO QO1977'NO 1 1961. QO1977' QO1977'TT 9 (U.S.G.S.) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK QO1977'DISK STAMPED TT 9 DAW 1958 RESET 1959 1016 (ELEV.) SET IN THE QO1977'TOP OF A 6X6 INCH CONCRETE POST THAT PROJECTS 2 INCHES. IT IS QO1977'67 FEET WEST OF THE WITNESS POST, 66 FEET SOUTH OF THE CENTERLINE QO1977'OF THE SAND ROAD AND 24 FEET NORTH OF A 10 INCH OAK TREE. QO1977' QO1977'THE AZIMUTH MARK IS 46 FEET NORTHEAST OF A POWER POLE, 73 FEET QO1977'NORTH OF THE CENTERLINE OF A SAND ROAD, 38 FEET EAST OF THE QO1977'CENTERLINE OF A DRIVEWAY AND 3 FEET NORTH OF A WITNESS POST. QO1977'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED SANTIAGO QO1977'1961. QO1977 QO1977 STATION RECOVERY (1996) QO1977 QO1977'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO1977'THE STATION WAS RECOVERED AS DESCRIBED. THE REFERENCE MARKS WERE NOT QO1977'LOOKED FOR AT THIS TIME. TREES MAKE THE MARK UNUSABLE FOR GPS QO1977'OBSERVATIONS. THE 8 INCH OAK TREE IS GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ8850 *********************************************************************** AJ8850 DESIGNATION - SHERCO AJ8850 PID - AJ8850 AJ8850 STATE/COUNTY- MN/SHERBURNE AJ8850 USGS QUAD - BECKER (1991) AJ8850 AJ8850 *CURRENT SURVEY CONTROL AJ8850 ___________________________________________________________________ AJ8850* NAD 83(1996)- 45 23 04.20716(N) 093 51 52.25276(W) ADJUSTED AJ8850* NAVD 88 - 295.14 (meters) 968.3 (feet) LEVELING AJ8850 ___________________________________________________________________ AJ8850 X - -302,443.138 (meters) COMP AJ8850 Y - -4,477,258.095 (meters) COMP AJ8850 Z - 4,517,653.187 (meters) COMP AJ8850 LAPLACE CORR- -2.88 (seconds) DEFLEC99 AJ8850 ELLIP HEIGHT- 267.51 (meters) (07/14/03) GPS OBS AJ8850 GEOID HEIGHT- -27.65 (meters) GEOID99 AJ8850 AJ8850 HORZ ORDER - FIRST AJ8850 VERT ORDER - THIRD ? AJ8850 ELLP ORDER - THIRD CLASS II AJ8850 AJ8850.The horizontal coordinates were established by GPS observations AJ8850.and adjusted by the MN DEPT OF TRANSP in July 2003. AJ8850 AJ8850.The orthometric height was determined by differential leveling. AJ8850.The vertical network tie was performed by a horz. field party for horz. AJ8850.obs reductions. Reset procedures were used to establish the elevation. AJ8850 AJ8850.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8850 AJ8850.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8850 AJ8850.The ellipsoidal height was determined by GPS observations AJ8850.and is referenced to NAD 83. AJ8850 AJ8850.The geoid height was determined by GEOID99. AJ8850 AJ8850; North East Units Scale Converg. AJ8850;SPC MN S - 364,967.260 810,611.331 MT 1.00004101 +0 05 41.9 AJ8850;UTM 15 - 5,026,028.616 432,320.312 MT 0.99965632 -0 36 55.5 AJ8850 AJ8850 SUPERSEDED SURVEY CONTROL AJ8850 AJ8850.No superseded survey control is available for this station. AJ8850 AJ8850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3232026029(NAD 83) AJ8850_MARKER: DD = SURVEY DISK AJ8850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AJ8850_STAMPING: SHERCO 1996 AJ8850_MARK LOGO: MNDT AJ8850_PROJECTION: RECESSED 5 CENTIMETERS AJ8850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AJ8850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8850+SATELLITE: SATELLITE OBSERVATIONS - 1996 AJ8850_ROD/PIPE-DEPTH: 10.7 meters AJ8850 AJ8850 HISTORY - Date Condition Report By AJ8850 HISTORY - 1996 MONUMENTED MNDT AJ8850 AJ8850 STATION DESCRIPTION AJ8850 AJ8850'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH) AJ8850'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF BECKER. TO REACH THE AJ8850'MARK, GO 0.4 MI (0.6 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND CO AJ8850'RD 23 IN BECKER TO TH 10 MP 196.6. THE MARK, A DISK SET ON A DRIVEN AJ8850'ALUMINUM ROD, IS 79.0 FT (24.1 M) SW OF SB TH 10, 29.5 FT (9.0 M) NE AJ8850'OF THE NORTH RAIL OF THE RR TRACKS, 37.1 FT (11.3 M) WEST OF A T-POLE, AJ8850'131.1 FT (40.0 M) SSW OF A T-POLE, AND 2.5 FT (0.8 M) SE OF A WIT AJ8850'POST. THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO0912 *********************************************************************** QO0912 DESIGNATION - X 255 QO0912 PID - QO0912 QO0912 STATE/COUNTY- MN/SHERBURNE QO0912 USGS QUAD - MONTICELLO (1991) QO0912 QO0912 *CURRENT SURVEY CONTROL QO0912 ___________________________________________________________________ QO0912* NAD 83(1996)- 45 20 32.20442(N) 093 49 12.64006(W) ADJUSTED QO0912* NAVD 88 - 289.999 (meters) 951.44 (feet) ADJUSTED QO0912 ___________________________________________________________________ QO0912 X - -299,200.674 (meters) COMP QO0912 Y - -4,480,819.011 (meters) COMP QO0912 Z - 4,514,352.267 (meters) COMP QO0912 LAPLACE CORR- -2.69 (seconds) DEFLEC99 QO0912 ELLIP HEIGHT- 262.29 (meters) (07/14/03) GPS OBS QO0912 GEOID HEIGHT- -27.73 (meters) GEOID99 QO0912 DYNAMIC HT - 289.984 (meters) 951.39 (feet) COMP QO0912 MODELED GRAV- 980,557.5 (mgal) NAVD 88 QO0912 QO0912 HORZ ORDER - FIRST QO0912 VERT ORDER - FIRST CLASS I QO0912 ELLP ORDER - THIRD CLASS II QO0912 QO0912.The horizontal coordinates were established by GPS observations QO0912.and adjusted by the MN DEPT OF TRANSP in July 2003. QO0912 QO0912.The orthometric height was determined by differential leveling QO0912.and adjusted by the National Geodetic Survey in June 1991. QO0912 QO0912.The X, Y, and Z were computed from the position and the ellipsoidal ht. QO0912 QO0912.The Laplace correction was computed from DEFLEC99 derived deflections. QO0912 QO0912.The ellipsoidal height was determined by GPS observations QO0912.and is referenced to NAD 83. QO0912 QO0912.The geoid height was determined by GEOID99. QO0912 QO0912.The dynamic height is computed by dividing the NAVD 88 QO0912.geopotential number by the normal gravity value computed on the QO0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QO0912.degrees latitude (g = 980.6199 gals.). QO0912 QO0912.The modeled gravity was interpolated from observed gravity values. QO0912 QO0912; North East Units Scale Converg. QO0912;SPC MN S - 360,281.187 814,094.151 MT 1.00002987 +0 07 33.8 QO0912;UTM 15 - 5,021,301.557 435,743.497 MT 0.99965076 -0 35 00.3 QO0912 QO0912 SUPERSEDED SURVEY CONTROL QO0912 QO0912 NGVD 29 - 289.866 (m) 951.00 (f) ADJ UNCH 1 1 QO0912 QO0912.Superseded values are not recommended for survey control. QO0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO0912.See file dsdata.txt to determine how the superseded data were derived. QO0912 QO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3574321302(NAD 83) QO0912_MARKER: DB = BENCH MARK DISK QO0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QO0912_STAMPING: X 255 1970 QO0912_MARK LOGO: CGS QO0912_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QO0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QO0912+STABILITY: SURFACE MOTION QO0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO0912+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 QO0912 QO0912 HISTORY - Date Condition Report By QO0912 HISTORY - 1970 MONUMENTED CGS QO0912 HISTORY - 19960501 GOOD MNDT QO0912 QO0912 STATION DESCRIPTION QO0912 QO0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 QO0912'2.85 MI NW FROM MONTICELLO. QO0912'ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST QO0912'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, QO0912'THENCE 2.8 MILES NORTHWEST ALONG COUNTY ROAD 11, 0.1 MILE SOUTH OF THE QO0912'JUNCTION OF THE COUNTY ROAD AND A GRAVELED ROAD WHICH LEADS WEST, IN QO0912'LINE WITH A ROW OF METAL TOWERS FOR A POWER LINE WHICH CROSSES THE QO0912'ROAD, 74 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 31.5 FEET QO0912'NORTHEAST OF THE SOUTH LEG OF A METAL TOWER FOR A POWER LINE, 32.0 QO0912'FEET EAST OF THE NORTH LEG OF THE TOWER, 2.5 FEET SOUTH OF A METAL QO0912'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE QO0912'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES. SECTION 21, T 33N, R QO0912'28W. QO0912 QO0912 STATION RECOVERY (1996) QO0912 QO0912'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO0912'THE MARK IS LOCATED ABOUT 2.85 MI (4.59 KM) NW OF MONTICELLO. TO QO0912'REACH THE MARK, GO 2.8 MI (4.5 KM) NW ON CO RD 11 FROM THE JCT OF CO QO0912'RD 11 AND TH 25. THE MARK, A DISK SET IN A CONC MON, IS 74.5 FT (22.7 QO0912'M) WEST OF CO RD 11, 31.5 FT (9.6 M) NE OF THE SOUTH LEG OF A POWER QO0912'TWR, 32 FT (9.8 M) EAST OF THE NORTH LEG OF A POWER TWR, AND 2.5 FT QO0912'(0.8 M) SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO0907 *********************************************************************** QO0907 DESIGNATION - Z 255 QO0907 PID - QO0907 QO0907 STATE/COUNTY- MN/SHERBURNE QO0907 USGS QUAD - MONTICELLO (1991) QO0907 QO0907 *CURRENT SURVEY CONTROL QO0907 ___________________________________________________________________ QO0907* NAD 83(1996)- 45 18 57.44599(N) 093 47 57.54352(W) ADJUSTED QO0907* NAVD 88 - 283.771 (meters) 931.01 (feet) ADJUSTED QO0907 ___________________________________________________________________ QO0907 X - -297,706.850 (meters) COMP QO0907 Y - -4,482,999.154 (meters) COMP QO0907 Z - 4,512,291.109 (meters) COMP QO0907 LAPLACE CORR- -3.48 (seconds) DEFLEC99 QO0907 ELLIP HEIGHT- 256.03 (meters) (07/14/03) GPS OBS QO0907 GEOID HEIGHT- -27.76 (meters) GEOID99 QO0907 DYNAMIC HT - 283.755 (meters) 930.95 (feet) COMP QO0907 MODELED GRAV- 980,554.5 (mgal) NAVD 88 QO0907 QO0907 HORZ ORDER - FIRST QO0907 VERT ORDER - FIRST CLASS I QO0907 ELLP ORDER - THIRD CLASS II QO0907 QO0907.The horizontal coordinates were established by GPS observations QO0907.and adjusted by the MN DEPT OF TRANSP in July 2003. QO0907 QO0907.The orthometric height was determined by differential leveling QO0907.and adjusted by the National Geodetic Survey in June 1991. QO0907 QO0907.The X, Y, and Z were computed from the position and the ellipsoidal ht. QO0907 QO0907.The Laplace correction was computed from DEFLEC99 derived deflections. QO0907 QO0907.The ellipsoidal height was determined by GPS observations QO0907.and is referenced to NAD 83. QO0907 QO0907.The geoid height was determined by GEOID99. QO0907 QO0907.The dynamic height is computed by dividing the NAVD 88 QO0907.geopotential number by the normal gravity value computed on the QO0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QO0907.degrees latitude (g = 980.6199 gals.). QO0907 QO0907.The modeled gravity was interpolated from observed gravity values. QO0907 QO0907; North East Units Scale Converg. QO0907;SPC MN S - 357,359.568 815,736.313 MT 1.00002321 +0 08 26.4 QO0907;UTM 15 - 5,018,360.943 437,348.763 MT 0.99964826 -0 34 06.0 QO0907 QO0907 SUPERSEDED SURVEY CONTROL QO0907 QO0907 NGVD 29 - 283.638 (m) 930.57 (f) ADJ UNCH 1 1 QO0907 QO0907.Superseded values are not recommended for survey control. QO0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO0907.See file dsdata.txt to determine how the superseded data were derived. QO0907 QO0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3734918361(NAD 83) QO0907_MARKER: DB = BENCH MARK DISK QO0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QO0907_STAMPING: Z 255 1970 QO0907_MARK LOGO: CGS QO0907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QO0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QO0907+STABILITY: SURFACE MOTION QO0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO0907+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996 QO0907 QO0907 HISTORY - Date Condition Report By QO0907 HISTORY - 1970 MONUMENTED CGS QO0907 HISTORY - 1977 GOOD MNDT QO0907 HISTORY - 19960501 GOOD MNDT QO0907 QO0907 STATION DESCRIPTION QO0907 QO0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 QO0907'0.65 MI NW FROM MONTICELLO. QO0907'ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST QO0907'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, QO0907'THENCE 0.6 MILE NORTHWEST ALONG COUNTY ROAD 11, AT THE INTERSECTION OF QO0907'THE ROAD AND A GRAVELED ROAD WHICH LEADS NORTH AND A PAVED ROAD WHICH QO0907'LEADS SOUTHEAST, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE COUNTY QO0907'ROAD, 44 FEET WEST OF THE EXTENDED CENTER LINE OF THE GRAVELED ROAD, QO0907'2.2 FEET WEST OF THE NORTH CORNER OF A FENCE AROUND A GROUP OF QO0907'TRANSFORMERS, 1 FOOT NORTHWEST OF THE FENCE, ABOUT 4 FEET BELOW THE QO0907'LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH QO0907'IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION 27, T 33N, R 28W. QO0907 QO0907 STATION RECOVERY (1977) QO0907 QO0907'RECOVERY NOTE BY MN DEPT OF TRANSP 1977 QO0907'THE MARK WAS FOUND AS DESCRIBED, 0.35 MILES NORTH ALONG TRUNK HIGHWAY QO0907'25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 75 OLD TRUNK QO0907'HIGHWAY 152 IN MONTICELLO, THENCE, 0.6 MILES NORTHWEST ALONG COUNTY QO0907'ROAD 11. IT IS 58.4 FT. SOUTHWEST OF, AND 3 FT. LOWER THAN THE QO0907'CENTERLINE OF COUNTY ROAD 11, 44 FT. WEST OF THE EXTENDED CENTER OF A QO0907'TOWNSHIP ROAD NORTH, 21.0 FT. WEST OF POWER POLE 734, AND 2.2 FT. WEST QO0907'OF THE NORTHWEST CORNER OF A CHAINLINK FENCE AROUND AN ELECTRIC QO0907'TRANSFORMER SUB STATION. QO0907 QO0907 STATION RECOVERY (1996) QO0907 QO0907'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QO0907'THE MARK IS LOCATED ABOUT 0.65 MI (1.05 KM) NW OF MONTICELLO. TO QO0907'REACH THE MARK, GO 0.6 MI (1.0 KM) NW ON CO RD 11 FROM THE JCT OF CO QO0907'RD 11 AND TH 25. THE MARK, A DISK SET IN A CONC MON, IS 60 FT (18.3 QO0907'M) SW OF CO RD 11, 23 FT (7.0 M) WEST OF CO RD 50 NORTH EXTENDED, 75 QO0907'FT (22.9 M) WSW OF CO RD 50, 143.5 FT (43.7 M) NE OF A P-POLE, 112.5 QO0907'FT (34.3 M) SW OF A P-POLE, AND 2.2 FT (0.7 M) NORTH OF A WITNESS QO0907'POST. THE MARK PROJECTS 0.1 FT (3.0 CM )ABOVE THE GROUND.