1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6559 *********************************************************************** DF6559 DESIGNATION - 36 GJS DF6559 PID - DF6559 DF6559 STATE/COUNTY- MN/NICOLLET DF6559 USGS QUAD - ST GEORGE (1964) DF6559 DF6559 *CURRENT SURVEY CONTROL DF6559 ___________________________________________________________________ DF6559* NAD 83(1996)- 44 24 46.78414(N) 094 30 07.66994(W) ADJUSTED DF6559* NAVD 88 - 308.9 (meters) 1013. (feet) GPS OBS DF6559 ___________________________________________________________________ DF6559 X - -358,231.391 (meters) COMP DF6559 Y - -4,549,598.489 (meters) COMP DF6559 Z - 4,441,183.943 (meters) COMP DF6559 LAPLACE CORR- -0.66 (seconds) DEFLEC99 DF6559 ELLIP HEIGHT- 280.96 (meters) (07/31/03) GPS OBS DF6559 GEOID HEIGHT- -27.90 (meters) GEOID99 DF6559 DF6559 HORZ ORDER - FIRST DF6559 ELLP ORDER - THIRD CLASS II DF6559 DF6559.The horizontal coordinates were established by GPS observations DF6559.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6559 DF6559.The orthometric height was determined by GPS observations and a DF6559.high-resolution geoid model. DF6559 DF6559.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6559 DF6559.The Laplace correction was computed from DEFLEC99 derived deflections. DF6559 DF6559.The ellipsoidal height was determined by GPS observations DF6559.and is referenced to NAD 83. DF6559 DF6559.The geoid height was determined by GEOID99. DF6559 DF6559; North East Units Scale Converg. DF6559;SPC MN S - 257,122.509 760,009.759 MT 0.99992323 -0 21 07.0 DF6559;UTM 15 - 4,918,842.262 380,406.249 MT 0.99977589 -1 03 04.9 DF6559 DF6559 SUPERSEDED SURVEY CONTROL DF6559 DF6559.No superseded survey control is available for this station. DF6559 DF6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8040618842(NAD 83) DF6559_MARKER: DD = SURVEY DISK DF6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6559_STAMPING: 36 GJS 1963 1013 DF6559_MARK LOGO: USGS DF6559_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6559+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6559 DF6559 HISTORY - Date Condition Report By DF6559 HISTORY - 1963 MONUMENTED USGS DF6559 HISTORY - 20020711 GOOD MNDT DF6559 DF6559 STATION DESCRIPTION DF6559 DF6559'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6559'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.2 MI (3.5 KM) DF6559'NE OF ST GEORGE, 1.9 MI (3.1 KM) NORTH ALONG GRAVEL RD FROM JCT OF DF6559'GRAVEL RD AND CO RD 5 IN ST GEORGE, 32 FT (9.8 M) EAST OF N-S GRAVEL DF6559'RD, 22 FT (6.7 M) SOUTH OF TWP RD 41 EAST, PROJECTS 3 INCHES, AND DF6559'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6560 *********************************************************************** DF6560 DESIGNATION - 43 GJS DF6560 PID - DF6560 DF6560 STATE/COUNTY- MN/NICOLLET DF6560 USGS QUAD - COURTLAND (1964) DF6560 DF6560 *CURRENT SURVEY CONTROL DF6560 ___________________________________________________________________ DF6560* NAD 83(1996)- 44 20 50.02949(N) 094 15 59.38030(W) ADJUSTED DF6560* NAVD 88 - 306.5 (meters) 1006. (feet) GPS OBS DF6560 ___________________________________________________________________ DF6560 X - -339,897.761 (meters) COMP DF6560 Y - -4,556,128.777 (meters) COMP DF6560 Z - 4,435,958.992 (meters) COMP DF6560 LAPLACE CORR- -0.39 (seconds) DEFLEC99 DF6560 ELLIP HEIGHT- 278.50 (meters) (07/31/03) GPS OBS DF6560 GEOID HEIGHT- -28.04 (meters) GEOID99 DF6560 DF6560 HORZ ORDER - FIRST DF6560 ELLP ORDER - THIRD CLASS II DF6560 DF6560.The horizontal coordinates were established by GPS observations DF6560.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6560 DF6560.The orthometric height was determined by GPS observations and a DF6560.high-resolution geoid model. DF6560 DF6560.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6560 DF6560.The Laplace correction was computed from DEFLEC99 derived deflections. DF6560 DF6560.The ellipsoidal height was determined by GPS observations DF6560.and is referenced to NAD 83. DF6560 DF6560.The geoid height was determined by GEOID99. DF6560 DF6560; North East Units Scale Converg. DF6560;SPC MN S - 249,727.066 778,752.157 MT 0.99992565 -0 11 12.5 DF6560;UTM 15 - 4,911,220.067 399,053.785 MT 0.99972532 -0 53 07.3 DF6560 DF6560 SUPERSEDED SURVEY CONTROL DF6560 DF6560.No superseded survey control is available for this station. DF6560 DF6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9905411220(NAD 83) DF6560_MARKER: DD = SURVEY DISK DF6560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6560_STAMPING: 43 GJS 1963 DF6560_MARK LOGO: USGS DF6560_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6560+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6560 DF6560 HISTORY - Date Condition Report By DF6560 HISTORY - 1963 MONUMENTED USGS DF6560 HISTORY - 20020711 GOOD MNDT DF6560 DF6560 STATION DESCRIPTION DF6560 DF6560'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6560'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 8 MI (12.9 KM) DF6560'EAST OF KLOSSNER, 3.85 MI (6.20 KM) WEST ALONG CO RD 5 FROM THE JCT OF DF6560'CO RD 5 AND TH 111, 108 FT (32.9 M) WEST OF EAST ENT TO CEMETERY, 42 DF6560'FT (12.8 M) NORTH OF CO RD 5, 6.5 FT (2.0 M) SSE OF CABLE MARKER, 3.3 DF6560'FT (1.0 M) OF EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND DF6560'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6561 *********************************************************************** DF6561 DESIGNATION - 51 GJS DF6561 PID - DF6561 DF6561 STATE/COUNTY- MN/NICOLLET DF6561 USGS QUAD - COURTLAND (1964) DF6561 DF6561 *CURRENT SURVEY CONTROL DF6561 ___________________________________________________________________ DF6561* NAD 83(1996)- 44 18 42.75782(N) 094 21 07.44099(W) ADJUSTED DF6561* NAVD 88 - 303.6 (meters) 996. (feet) GPS OBS DF6561 ___________________________________________________________________ DF6561 X - -346,910.213 (meters) COMP DF6561 Y - -4,558,351.267 (meters) COMP DF6561 Z - 4,433,146.700 (meters) COMP DF6561 LAPLACE CORR- -1.01 (seconds) DEFLEC99 DF6561 ELLIP HEIGHT- 275.56 (meters) (07/31/03) GPS OBS DF6561 GEOID HEIGHT- -28.06 (meters) GEOID99 DF6561 DF6561 HORZ ORDER - FIRST DF6561 ELLP ORDER - THIRD CLASS II DF6561 DF6561.The horizontal coordinates were established by GPS observations DF6561.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6561 DF6561.The orthometric height was determined by GPS observations and a DF6561.high-resolution geoid model. DF6561 DF6561.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6561 DF6561.The Laplace correction was computed from DEFLEC99 derived deflections. DF6561 DF6561.The ellipsoidal height was determined by GPS observations DF6561.and is referenced to NAD 83. DF6561 DF6561.The geoid height was determined by GEOID99. DF6561 DF6561; North East Units Scale Converg. DF6561;SPC MN S - 245,824.800 771,912.512 MT 0.99992749 -0 14 48.4 DF6561;UTM 15 - 4,907,402.171 392,168.422 MT 0.99974300 -0 56 40.5 DF6561 DF6561 SUPERSEDED SURVEY CONTROL DF6561 DF6561.No superseded survey control is available for this station. DF6561 DF6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9216807402(NAD 83) DF6561_MARKER: DD = SURVEY DISK DF6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6561_STAMPING: 51 GJS 1963 996 DF6561_MARK LOGO: USGS DF6561_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6561+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6561 DF6561 HISTORY - Date Condition Report By DF6561 HISTORY - 1963 MONUMENTED USGS DF6561 HISTORY - 20020711 GOOD MNDT DF6561 DF6561 STATION DESCRIPTION DF6561 DF6561'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6561'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 4 MI (6.4 KM) DF6561'NORTH OF COURTLAND, AT NW QUADRANT OF JCT OF CO RD 21 AND CO RD 12, 39 DF6561'FT (11.9 M) NORTH AND 42 FT (12.8 M) WEST OF JCT, 24 FT (7.3 M) SOUTH DF6561'OF P-POLE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1739 *********************************************************************** PQ1739 DESIGNATION - 5202 AB PQ1739 PID - PQ1739 PQ1739 STATE/COUNTY- MN/NICOLLET PQ1739 USGS QUAD - COURTLAND (1964) PQ1739 PQ1739 *CURRENT SURVEY CONTROL PQ1739 ___________________________________________________________________ PQ1739* NAD 83(1996)- 44 16 07.96632(N) 094 15 45.09044(W) ADJUSTED PQ1739* NAVD 88 - 305.989 (meters) 1003.90 (feet) ADJUSTED PQ1739 ___________________________________________________________________ PQ1739 X - -340,034.114 (meters) COMP PQ1739 Y - -4,562,216.743 (meters) COMP PQ1739 Z - 4,429,728.169 (meters) COMP PQ1739 LAPLACE CORR- -0.02 (seconds) DEFLEC99 PQ1739 ELLIP HEIGHT- 277.88 (meters) (07/31/03) GPS OBS PQ1739 GEOID HEIGHT- -28.13 (meters) GEOID99 PQ1739 DYNAMIC HT - 305.941 (meters) 1003.74 (feet) COMP PQ1739 MODELED GRAV- 980,451.3 (mgal) NAVD 88 PQ1739 PQ1739 HORZ ORDER - FIRST PQ1739 VERT ORDER - SECOND CLASS I PQ1739 ELLP ORDER - THIRD CLASS II PQ1739 PQ1739.The horizontal coordinates were established by GPS observations PQ1739.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1739 PQ1739.The orthometric height was determined by differential leveling PQ1739.and adjusted by the National Geodetic Survey in June 1995. PQ1739 PQ1739.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1739 PQ1739.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1739 PQ1739.The ellipsoidal height was determined by GPS observations PQ1739.and is referenced to NAD 83. PQ1739 PQ1739.The geoid height was determined by GEOID99. PQ1739 PQ1739.The dynamic height is computed by dividing the NAVD 88 PQ1739.geopotential number by the normal gravity value computed on the PQ1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1739.degrees latitude (g = 980.6199 gals.). PQ1739 PQ1739.The modeled gravity was interpolated from observed gravity values. PQ1739 PQ1739; North East Units Scale Converg. PQ1739;SPC MN S - 241,020.502 779,040.681 MT 0.99993024 -0 11 02.4 PQ1739;UTM 15 - 4,902,512.400 399,236.194 MT 0.99972487 -0 52 52.9 PQ1739 PQ1739 SUPERSEDED SURVEY CONTROL PQ1739 PQ1739.No superseded survey control is available for this station. PQ1739 PQ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9923602512(NAD 83) PQ1739_MARKER: DV = VERTICAL CONTROL DISK PQ1739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1739_STAMPING: 5202 AB 1987 PQ1739_MARK LOGO: MNDT PQ1739_PROJECTION: PROJECTING 8 CENTIMETERS PQ1739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1739+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1739_ROD/PIPE-DEPTH: 8.5 meters PQ1739 PQ1739 HISTORY - Date Condition Report By PQ1739 HISTORY - 1987 MONUMENTED MNDT PQ1739 HISTORY - 20020711 GOOD MNDT PQ1739 PQ1739 STATION DESCRIPTION PQ1739 PQ1739'DESCRIBED BY MN DEPT OF TRANSP 1987 PQ1739'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST OF THE TOWN OF PQ1739'NICOLLET, IN THE SW 1/4 OF SECTION 1, T109N, R29W, NEAR A FARM PQ1739'ENTRANCE SOUTH OF TRUNK HIGHWAY 14 WHICH IS 3.0 MILES (4.8 KM) WEST PQ1739'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAYS 14 AND 99 PQ1739'WEST OF NICOLLET. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL PQ1739'CONTROL MONUMENT DISK STAMPED---5202 AB 1987---, IS SET ON THE TOP OF PQ1739'A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS PQ1739'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET PQ1739'(0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14. THE MARK IS 68.0 FEET PQ1739'(20.7 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS PQ1739'STATION 189+12 AND MILEPOINT 114.9, 13.5 FEET (4.1 M) EAST OF THE PQ1739'CENTER OF A FARM ENTRANCE, 6.5 FEET (2.0 M) NORTH OF A STEEL SIGN PQ1739'POST (UNDERGROUND TELEPHONE CABLE) AND 0.5 FOOT (15.2 CM) NORTH OF A PQ1739'STEEL WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC. PQ1739 PQ1739 STATION RECOVERY (2002) PQ1739 PQ1739'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1739'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AT PQ1739'TH 14 MP 114.9, PROJECTS 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS. ROD PQ1739'DEPTH IS 28 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1749 *********************************************************************** PQ1749 DESIGNATION - 5202 AJ PQ1749 PID - PQ1749 PQ1749 STATE/COUNTY- MN/NICOLLET PQ1749 USGS QUAD - NICOLLET (1965) PQ1749 PQ1749 *CURRENT SURVEY CONTROL PQ1749 ___________________________________________________________________ PQ1749* NAD 83(1996)- 44 16 15.82999(N) 094 11 26.53085(W) ADJUSTED PQ1749* NAVD 88 - 302.897 (meters) 993.75 (feet) ADJUSTED PQ1749 ___________________________________________________________________ PQ1749 X - -334,302.420 (meters) COMP PQ1749 Y - -4,562,468.227 (meters) COMP PQ1749 Z - 4,429,899.835 (meters) COMP PQ1749 LAPLACE CORR- 0.52 (seconds) DEFLEC99 PQ1749 ELLIP HEIGHT- 274.81 (meters) (07/31/03) GPS OBS PQ1749 GEOID HEIGHT- -28.12 (meters) GEOID99 PQ1749 DYNAMIC HT - 302.851 (meters) 993.60 (feet) COMP PQ1749 MODELED GRAV- 980,455.9 (mgal) NAVD 88 PQ1749 PQ1749 HORZ ORDER - FIRST PQ1749 VERT ORDER - SECOND CLASS I PQ1749 ELLP ORDER - THIRD CLASS II PQ1749 PQ1749.The horizontal coordinates were established by GPS observations PQ1749.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1749 PQ1749.The orthometric height was determined by differential leveling PQ1749.and adjusted by the National Geodetic Survey in June 1995. PQ1749 PQ1749.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1749 PQ1749.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1749 PQ1749.The ellipsoidal height was determined by GPS observations PQ1749.and is referenced to NAD 83. PQ1749 PQ1749.The geoid height was determined by GEOID99. PQ1749 PQ1749.The dynamic height is computed by dividing the NAVD 88 PQ1749.geopotential number by the normal gravity value computed on the PQ1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1749.degrees latitude (g = 980.6199 gals.). PQ1749 PQ1749.The modeled gravity was interpolated from observed gravity values. PQ1749 PQ1749; North East Units Scale Converg. PQ1749;SPC MN S - 241,247.308 784,775.324 MT 0.99993009 -0 08 01.2 PQ1749;UTM 15 - 4,902,669.350 404,971.955 MT 0.99971106 -0 49 52.5 PQ1749 PQ1749 SUPERSEDED SURVEY CONTROL PQ1749 PQ1749.No superseded survey control is available for this station. PQ1749 PQ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0497202669(NAD 83) PQ1749_MARKER: DV = VERTICAL CONTROL DISK PQ1749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1749_STAMPING: 5202 AJ 1987 PQ1749_MARK LOGO: MNDT PQ1749_PROJECTION: PROJECTING 8 CENTIMETERS PQ1749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1749+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1749_ROD/PIPE-DEPTH: 8.5 meters PQ1749 PQ1749 HISTORY - Date Condition Report By PQ1749 HISTORY - 1987 MONUMENTED MNDT PQ1749 HISTORY - 19900910 GOOD MNDT PQ1749 HISTORY - 20020711 GOOD MNDT PQ1749 PQ1749 STATION DESCRIPTION PQ1749 PQ1749'DESCRIBED BY MN DEPT OF TRANSP 1987 PQ1749'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK PQ1749'HIGHWAY 14 (NORTHWEST-SOUTHEAST), TRUNK HIGHWAY 111 (NORTH) AND PQ1749'COUNTY ROAD 23 (SOUTH), IN THE SE 1/4 OF SECTION 4, T109N, R28W. THE PQ1749'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK PQ1749'STAMPED---5202 AJ 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH PQ1749'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT PQ1749'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M) PQ1749'BELOW THE LEVEL OF TRUNK HIGHWAY 14. THE MARK IS 81 FEET (24.7 M) PQ1749'SOUTHWEST OF THE CENERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION PQ1749'37+97 AND MILEPOINT 118.5, 58.0 FEET (17.7 M) WEST OF THE CENTERLINE PQ1749'OF COUNTY ROAD 23, 76.0 FEET (23.2 M) EAST-SOUTHEAST OF A STEEL PQ1749'RIGHT-OF-WAY POST, 12.5 FEET (3.8 M) WEST-NORTHWEST OF A POWER POLE PQ1749'AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST. A MAGNET IN PQ1749'THE DISK MAKES THE MARK MAGNETIC. PQ1749 PQ1749 STATION RECOVERY (1990) PQ1749 PQ1749'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS) PQ1749'THE MARK IS LOCATED AT THE SW EDGE OF THE TOWN OF NICOLLET IN THE SE PQ1749'1/4 SECTION 4, T109N, R 28W. THE MARK IS IN THE SW QUADRANT OF THE PQ1749'JCT OF TH 14 AND CO RD 23, 81.0 FT (24.7 M) SW OF THE CENTER OF TH 14, PQ1749'58.0 FT (17.7 M) WEST OF THE CENTER OF CO RD 23, 76.0 FT (23.2 M) ESE PQ1749'OF A STEEL R/W POST, 12.5 FT (3.8 M) WNW OF A POWER POLE, 0.5 FT (15.2 PQ1749'CM) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1/2 FT LOWER THAN TH PQ1749'14. PQ1749 PQ1749 STATION RECOVERY (2002) PQ1749 PQ1749'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1749'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1711 *********************************************************************** PQ1711 DESIGNATION - 5202 G PQ1711 PID - PQ1711 PQ1711 STATE/COUNTY- MN/NICOLLET PQ1711 USGS QUAD - NEW ULM (1992) PQ1711 PQ1711 *CURRENT SURVEY CONTROL PQ1711 ___________________________________________________________________ PQ1711* NAD 83(1996)- 44 18 06.75339(N) 094 25 27.79834(W) ADJUSTED PQ1711* NAVD 88 - 252.865 (meters) 829.61 (feet) ADJUSTED PQ1711 ___________________________________________________________________ PQ1711 X - -352,720.788 (meters) COMP PQ1711 Y - -4,558,647.508 (meters) COMP PQ1711 Z - 4,432,315.943 (meters) COMP PQ1711 LAPLACE CORR- -0.79 (seconds) DEFLEC99 PQ1711 ELLIP HEIGHT- 224.80 (meters) (07/31/03) GPS OBS PQ1711 GEOID HEIGHT- -28.05 (meters) GEOID99 PQ1711 DYNAMIC HT - 252.825 (meters) 829.48 (feet) COMP PQ1711 MODELED GRAV- 980,453.4 (mgal) NAVD 88 PQ1711 PQ1711 HORZ ORDER - FIRST PQ1711 VERT ORDER - SECOND CLASS I PQ1711 ELLP ORDER - THIRD CLASS II PQ1711 PQ1711.The horizontal coordinates were established by GPS observations PQ1711.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1711 PQ1711.The orthometric height was determined by differential leveling PQ1711.and adjusted by the National Geodetic Survey in June 1995. PQ1711 PQ1711.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1711 PQ1711.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1711 PQ1711.The ellipsoidal height was determined by GPS observations PQ1711.and is referenced to NAD 83. PQ1711 PQ1711.The geoid height was determined by GEOID99. PQ1711 PQ1711.The dynamic height is computed by dividing the NAVD 88 PQ1711.geopotential number by the normal gravity value computed on the PQ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1711.degrees latitude (g = 980.6199 gals.). PQ1711 PQ1711.The modeled gravity was interpolated from observed gravity values. PQ1711 PQ1711; North East Units Scale Converg. PQ1711;SPC MN S - 244,740.979 766,137.067 MT 0.99992808 -0 17 50.9 PQ1711;UTM 15 - 4,906,388.932 386,381.232 MT 0.99975876 -0 59 41.8 PQ1711 PQ1711 SUPERSEDED SURVEY CONTROL PQ1711 PQ1711.No superseded survey control is available for this station. PQ1711 PQ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8638106389(NAD 83) PQ1711_MARKER: DV = VERTICAL CONTROL DISK PQ1711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1711_STAMPING: 5202 G 1987 PQ1711_MARK LOGO: MNDT PQ1711_PROJECTION: FLUSH PQ1711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1711+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1711_ROD/PIPE-DEPTH: 6.1 meters PQ1711 PQ1711 HISTORY - Date Condition Report By PQ1711 HISTORY - 1987 MONUMENTED MNDT PQ1711 HISTORY - 20020711 GOOD MNDT PQ1711 PQ1711 STATION DESCRIPTION PQ1711 PQ1711'DESCRIBED BY MN DEPT OF TRANSP 1987 PQ1711'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST-SOUTHEAST OF THE CITY PQ1711'OF NEW ULM, IN THE SW 1/4 OF SECTION 27, T110N, R30W, IN THE PQ1711'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 14 AND COUNTY PQ1711'ROAD 37, 1.7 MILES (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE PQ1711'JUNCTION OF TRUNK HIGHWAYS 14 AND 15 EAST OF NEW ULM. THE MARK, A PQ1711'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5202 PQ1711'G 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT PQ1711'LONG ALUMINUM ROD THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE SURFACE PQ1711'OF THE GROUND AND IS ABOUT 8 FEET (2.4 M) BELOW THE LEVEL OF TRUNK PQ1711'HIGHWAY 14. THE MARK IS 178.0 FEET (54.3 M) NORTHWEST OF THE CENTER PQ1711'OF THE CONCRETE MEDIAN OF TRUNK HIGHWAY 14, 110.0 FEET (33.5 M) NORTH PQ1711'OF THE CENTER OF THE CONCRETE MEDIAN OF COUNTY ROAD 37, 1.6 FEET PQ1711'(0.5 M) SOUTH-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST AND 0.7 FOOT PQ1711'(21.3 CM) SOUTH-SOUTHEAST OF A STEEL WITNESS POST. A MAGNET IN THE PQ1711'DISK MAKES THE MARK MAGNETIC. PQ1711 PQ1711 STATION RECOVERY (2002) PQ1711 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1711'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. PQ1711'THE MARK IS 1.7 MI (2.7 KM) SE ON TH 14 FROM JCT OF TH 14 AND TH 15 PQ1711'EAST OF NEW ULM, 178 FT (54.3 M) SW OF TH 14 MEDIAN, 110 FT (33.5 M) PQ1711'NW OF CO RD 37 MEDIAN, 1.6 FT (0.5 M) SSW OF R/W POST, 0.7 FT (21.3 PQ1711'CM) SSE OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH PQ1711'IS 20 FT. (6.1 M) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1721 *********************************************************************** PQ1721 DESIGNATION - 5202 Q PQ1721 PID - PQ1721 PQ1721 STATE/COUNTY- MN/NICOLLET PQ1721 USGS QUAD - COURTLAND (1964) PQ1721 PQ1721 *CURRENT SURVEY CONTROL PQ1721 ___________________________________________________________________ PQ1721* NAD 83(1996)- 44 16 32.75925(N) 094 21 55.54122(W) ADJUSTED PQ1721* NAVD 88 - 283.774 (meters) 931.02 (feet) ADJUSTED PQ1721 ___________________________________________________________________ PQ1721 X - -348,185.409 (meters) COMP PQ1721 Y - -4,561,050.146 (meters) COMP PQ1721 Z - 4,430,260.628 (meters) COMP PQ1721 LAPLACE CORR- -1.18 (seconds) DEFLEC99 PQ1721 ELLIP HEIGHT- 255.66 (meters) (07/31/03) GPS OBS PQ1721 GEOID HEIGHT- -28.10 (meters) GEOID99 PQ1721 DYNAMIC HT - 283.729 (meters) 930.87 (feet) COMP PQ1721 MODELED GRAV- 980,451.2 (mgal) NAVD 88 PQ1721 PQ1721 HORZ ORDER - FIRST PQ1721 VERT ORDER - SECOND CLASS I PQ1721 ELLP ORDER - THIRD CLASS II PQ1721 PQ1721.The horizontal coordinates were established by GPS observations PQ1721.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1721 PQ1721.The orthometric height was determined by differential leveling PQ1721.and adjusted by the National Geodetic Survey in June 1995. PQ1721 PQ1721.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1721 PQ1721.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1721 PQ1721.The ellipsoidal height was determined by GPS observations PQ1721.and is referenced to NAD 83. PQ1721 PQ1721.The geoid height was determined by GEOID99. PQ1721 PQ1721.The dynamic height is computed by dividing the NAVD 88 PQ1721.geopotential number by the normal gravity value computed on the PQ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1721.degrees latitude (g = 980.6199 gals.). PQ1721 PQ1721.The modeled gravity was interpolated from observed gravity values. PQ1721 PQ1721; North East Units Scale Converg. PQ1721;SPC MN S - 241,817.255 770,828.644 MT 0.99992976 -0 15 22.1 PQ1721;UTM 15 - 4,903,408.853 391,036.057 MT 0.99974602 -0 57 11.9 PQ1721 PQ1721 SUPERSEDED SURVEY CONTROL PQ1721 PQ1721.No superseded survey control is available for this station. PQ1721 PQ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9103603409(NAD 83) PQ1721_MARKER: DV = VERTICAL CONTROL DISK PQ1721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1721_STAMPING: 5202 Q 1987 PQ1721_MARK LOGO: MNDT PQ1721_PROJECTION: PROJECTING 5 CENTIMETERS PQ1721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1721+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1721_ROD/PIPE-DEPTH: 8.5 meters PQ1721 PQ1721 HISTORY - Date Condition Report By PQ1721 HISTORY - 1987 MONUMENTED MNDT PQ1721 HISTORY - 20020711 GOOD MNDT PQ1721 PQ1721 STATION DESCRIPTION PQ1721 PQ1721'DESCRIBED BY MN DEPT OF TRANSP 1987 PQ1721'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) WEST-NORTHWEST OF THE PQ1721'TOWN OF COURTLAND, IN THE SW 1/4 OF SECTION 6, T109N, R29W, ON THE PQ1721'SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 14, 1.3 MILES (2.1 KM) WEST ALONG PQ1721'TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN COURTLAND. PQ1721'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK PQ1721'STAMPED---5202 Q 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH PQ1721'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.2 FOOT PQ1721'(6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M) PQ1721'BELOW THE LEVEL OF THE HIGHWAY. THE MARK IS 74 FEET (22.6 M) SOUTH OF PQ1721'THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 905+59 AND PQ1721'MILEPOINT 109.55, 59.0 FEET (18.0 M) WEST-SOUTHWEST OF A STEEL POST PQ1721'MARKING A CULVERT AND 0.5 FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS PQ1721'POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC PQ1721 PQ1721 STATION RECOVERY (2002) PQ1721 PQ1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1721'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1760 *********************************************************************** PQ1760 DESIGNATION - 5203 W PQ1760 PID - PQ1760 PQ1760 STATE/COUNTY- MN/NICOLLET PQ1760 USGS QUAD - JUDSON (1974) PQ1760 PQ1760 *CURRENT SURVEY CONTROL PQ1760 ___________________________________________________________________ PQ1760* NAD 83(1996)- 44 13 57.65623(N) 094 08 05.21550(W) ADJUSTED PQ1760* NAVD 88 - 304.805 (meters) 1000.01 (feet) ADJUSTED PQ1760 ___________________________________________________________________ PQ1760 X - -330,063.963 (meters) COMP PQ1760 Y - -4,565,762.142 (meters) COMP PQ1760 Z - 4,426,846.195 (meters) COMP PQ1760 LAPLACE CORR- 0.18 (seconds) DEFLEC99 PQ1760 ELLIP HEIGHT- 276.70 (meters) (07/31/03) GPS OBS PQ1760 GEOID HEIGHT- -28.13 (meters) GEOID99 PQ1760 DYNAMIC HT - 304.758 (meters) 999.86 (feet) COMP PQ1760 MODELED GRAV- 980,458.3 (mgal) NAVD 88 PQ1760 PQ1760 HORZ ORDER - FIRST PQ1760 VERT ORDER - SECOND CLASS I PQ1760 ELLP ORDER - THIRD CLASS II PQ1760 PQ1760.The horizontal coordinates were established by GPS observations PQ1760.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1760 PQ1760.The orthometric height was determined by differential leveling PQ1760.and adjusted by the National Geodetic Survey in June 1995. PQ1760 PQ1760.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1760 PQ1760.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1760 PQ1760.The ellipsoidal height was determined by GPS observations PQ1760.and is referenced to NAD 83. PQ1760 PQ1760.The geoid height was determined by GEOID99. PQ1760 PQ1760.The dynamic height is computed by dividing the NAVD 88 PQ1760.geopotential number by the normal gravity value computed on the PQ1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1760.degrees latitude (g = 980.6199 gals.). PQ1760 PQ1760.The modeled gravity was interpolated from observed gravity values. PQ1760 PQ1760; North East Units Scale Converg. PQ1760;SPC MN S - 236,973.863 789,232.706 MT 0.99993299 -0 05 40.1 PQ1760;UTM 15 - 4,898,342.947 409,376.001 MT 0.99970100 -0 47 29.9 PQ1760 PQ1760 SUPERSEDED SURVEY CONTROL PQ1760 PQ1760.No superseded survey control is available for this station. PQ1760 PQ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0937698343(NAD 83) PQ1760_MARKER: DV = VERTICAL CONTROL DISK PQ1760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1760_STAMPING: 5203 W 1987 PQ1760_MARK LOGO: MNDT PQ1760_PROJECTION: PROJECTING 8 CENTIMETERS PQ1760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1760+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1760_ROD/PIPE-DEPTH: 10.1 meters PQ1760 PQ1760 HISTORY - Date Condition Report By PQ1760 HISTORY - 1987 MONUMENTED MNDT PQ1760 HISTORY - 20020711 GOOD MNDT PQ1760 PQ1760 STATION DESCRIPTION PQ1760 PQ1760'DESCRIBED BY MN DEPT OF TRANSP 1987 PQ1760'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) SOUTHEAST OF THE TOWN PQ1760'OF NICOLLET, IN THE NE 1/4 OF SECTION 24, T109N, R28W, NEAR A FIELD PQ1760'ENTRANCE THAT IS 3.85 MILES (6.20 KM) SOUTHEAST ALONG TRUNK HIGHWAY PQ1760'14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 111 AT NICOLLET. THE MARK, A PQ1760'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203 PQ1760'W 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT PQ1760'LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE PQ1760'OF THE GROUND AND IS ABOUT 1.5 FEET (0.5 M) BELOW THE LEVEL OF TRUNK PQ1760'HIGHWAY 14. THE MARK IS 69 FEET (21.0 M) SOUTHWEST OF THE CENTERLINE PQ1760'OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 240+67 AND MILEPOINT 122.3, PQ1760'69.0 FEET (21.0 M) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 71.7 PQ1760'FEET (21.9 M) NORTHEAST OF THE NORTH POWER POLE OF THREE (NUMBER 51) PQ1760'AND 0.5 FOOT (15.2 CM) NORTH-NORTHEAST OF A STEEL WITNESS POST. A PQ1760'MAGNET IN THE DISK MAKES THE MARK MAGNETIC. PQ1760 PQ1760 STATION RECOVERY (2002) PQ1760 PQ1760'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1760'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6562 *********************************************************************** DF6562 DESIGNATION - 5204 B DF6562 PID - DF6562 DF6562 STATE/COUNTY- MN/NICOLLET DF6562 USGS QUAD - NEW ULM (1992) DF6562 DF6562 *CURRENT SURVEY CONTROL DF6562 ___________________________________________________________________ DF6562* NAD 83(1996)- 44 20 39.40483(N) 094 25 45.82822(W) ADJUSTED DF6562* NAVD 88 - 308.8 (meters) 1013. (feet) GPS OBS DF6562 ___________________________________________________________________ DF6562 X - -352,868.094 (meters) COMP DF6562 Y - -4,555,374.167 (meters) COMP DF6562 Z - 4,435,726.065 (meters) COMP DF6562 LAPLACE CORR- -0.54 (seconds) DEFLEC99 DF6562 ELLIP HEIGHT- 280.80 (meters) (07/31/03) GPS OBS DF6562 GEOID HEIGHT- -28.00 (meters) GEOID99 DF6562 DF6562 HORZ ORDER - FIRST DF6562 ELLP ORDER - THIRD CLASS II DF6562 DF6562.The horizontal coordinates were established by GPS observations DF6562.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6562 DF6562.The orthometric height was determined by GPS observations and a DF6562.high-resolution geoid model. DF6562 DF6562.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6562 DF6562.The Laplace correction was computed from DEFLEC99 derived deflections. DF6562 DF6562.The ellipsoidal height was determined by GPS observations DF6562.and is referenced to NAD 83. DF6562 DF6562.The geoid height was determined by GEOID99. DF6562 DF6562; North East Units Scale Converg. DF6562;SPC MN S - 249,454.436 765,762.196 MT 0.99992579 -0 18 03.5 DF6562;UTM 15 - 4,911,105.814 386,063.851 MT 0.99975965 -0 59 57.2 DF6562 DF6562 SUPERSEDED SURVEY CONTROL DF6562 DF6562.No superseded survey control is available for this station. DF6562 DF6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8606411106(NAD 83) DF6562_MARKER: DB = BENCH MARK DISK DF6562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6562_STAMPING: 5204 B 1968 DF6562_MARK LOGO: MNDT DF6562_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT DF6562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6562+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6562 DF6562 HISTORY - Date Condition Report By DF6562 HISTORY - 1968 MONUMENTED MNDT DF6562 HISTORY - 20020711 GOOD MNDT DF6562 DF6562 STATION DESCRIPTION DF6562 DF6562'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6562'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.75 MI (2.82 DF6562'KM) NE ON TH 15 FROM EAST JCT OF TH 14 AND TH 15 EAST OF NEW ULM, DF6562'THENCE 0.15 MI (0.24 KM) EAST ON GRAVEL RD, 13 FT (4.0 M) SOUTH OF DF6562'PRIVATE GRAVEL RD, 0.8 FT (24.4 CM) WEST OF WIT POST, SOUTH OF DF6562'FENCELINE, 12 FT (3.7 M) SOUTH OF DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6563 *********************************************************************** DF6563 DESIGNATION - 5205 J DF6563 PID - DF6563 DF6563 STATE/COUNTY- MN/NICOLLET DF6563 USGS QUAD - NEW SWEDEN (1965) DF6563 DF6563 *CURRENT SURVEY CONTROL DF6563 ___________________________________________________________________ DF6563* NAD 83(1996)- 44 26 47.26395(N) 094 12 02.08087(W) ADJUSTED DF6563* NAVD 88 - 299.26 (meters) 981.8 (feet) LEVELING DF6563 ___________________________________________________________________ DF6563 X - -334,090.417 (meters) COMP DF6563 Y - -4,548,817.541 (meters) COMP DF6563 Z - 4,443,832.928 (meters) COMP DF6563 LAPLACE CORR- -1.08 (seconds) DEFLEC99 DF6563 ELLIP HEIGHT- 271.27 (meters) (07/31/03) GPS OBS DF6563 GEOID HEIGHT- -27.98 (meters) GEOID99 DF6563 DF6563 HORZ ORDER - FIRST DF6563 VERT ORDER - THIRD ? DF6563 ELLP ORDER - THIRD CLASS II DF6563 DF6563.The horizontal coordinates were established by GPS observations DF6563.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6563 DF6563.The orthometric height was determined by differential leveling. DF6563.The vertical network tie was performed by a horz. field party for horz. DF6563.obs reductions. Reset procedures were used to establish the elevation. DF6563 DF6563.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6563 DF6563.The Laplace correction was computed from DEFLEC99 derived deflections. DF6563 DF6563.The ellipsoidal height was determined by GPS observations DF6563.and is referenced to NAD 83. DF6563 DF6563.The geoid height was determined by GEOID99. DF6563 DF6563; North East Units Scale Converg. DF6563;SPC MN S - 260,737.814 784,034.781 MT 0.99992250 -0 08 26.1 DF6563;UTM 15 - 4,922,163.269 404,469.303 MT 0.99971223 -0 50 26.7 DF6563 DF6563 SUPERSEDED SURVEY CONTROL DF6563 DF6563.No superseded survey control is available for this station. DF6563 DF6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0446922163(NAD 83) DF6563_MARKER: DV = VERTICAL CONTROL DISK DF6563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6563_STAMPING: 5205 J 1990 DF6563_MARK LOGO: MNDT DF6563_PROJECTION: FLUSH DF6563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6563+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6563_ROD/PIPE-DEPTH: 4.9 meters DF6563 DF6563 HISTORY - Date Condition Report By DF6563 HISTORY - 1990 MONUMENTED MNDT DF6563 HISTORY - 20020711 GOOD MNDT DF6563 DF6563 STATION DESCRIPTION DF6563 DF6563'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6563'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS DF6563'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 16 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6564 *********************************************************************** DF6564 DESIGNATION - 5208 G DF6564 PID - DF6564 DF6564 STATE/COUNTY- MN/NICOLLET DF6564 USGS QUAD - NICOLLET (1965) DF6564 DF6564 *CURRENT SURVEY CONTROL DF6564 ___________________________________________________________________ DF6564* NAD 83(1996)- 44 22 10.26671(N) 094 11 24.89568(W) ADJUSTED DF6564* NAVD 88 - 301.3 (meters) 989. (feet) GPS OBS DF6564 ___________________________________________________________________ DF6564 X - -333,707.644 (meters) COMP DF6564 Y - -4,554,846.341 (meters) COMP DF6564 Z - 4,437,726.147 (meters) COMP DF6564 LAPLACE CORR- -0.70 (seconds) DEFLEC99 DF6564 ELLIP HEIGHT- 273.25 (meters) (07/31/03) GPS OBS DF6564 GEOID HEIGHT- -28.03 (meters) GEOID99 DF6564 DF6564 HORZ ORDER - FIRST DF6564 ELLP ORDER - THIRD CLASS II DF6564 DF6564.The horizontal coordinates were established by GPS observations DF6564.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6564 DF6564.The orthometric height was determined by GPS observations and a DF6564.high-resolution geoid model. DF6564 DF6564.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6564 DF6564.The Laplace correction was computed from DEFLEC99 derived deflections. DF6564 DF6564.The ellipsoidal height was determined by GPS observations DF6564.and is referenced to NAD 83. DF6564 DF6564.The geoid height was determined by GEOID99. DF6564 DF6564; North East Units Scale Converg. DF6564;SPC MN S - 252,186.529 784,837.047 MT 0.99992468 -0 08 00.1 DF6564;UTM 15 - 4,913,604.640 405,166.950 MT 0.99971060 -0 49 56.6 DF6564 DF6564 SUPERSEDED SURVEY CONTROL DF6564 DF6564.No superseded survey control is available for this station. DF6564 DF6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0516713605(NAD 83) DF6564_MARKER: DB = BENCH MARK DISK DF6564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6564_STAMPING: 5208 G 1990 DF6564_MARK LOGO: MNDT DF6564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6564+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6564 DF6564 HISTORY - Date Condition Report By DF6564 HISTORY - 1958 MONUMENTED MNDT DF6564 HISTORY - 20020711 GOOD MNDT DF6564 DF6564 STATION DESCRIPTION DF6564 DF6564'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6564'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK DF6564'PROJECTS 12 INCHES, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6565 *********************************************************************** DF6565 DESIGNATION - 5208 I DF6565 PID - DF6565 DF6565 STATE/COUNTY- MN/NICOLLET DF6565 USGS QUAD - NEW SWEDEN (1965) DF6565 DF6565 *CURRENT SURVEY CONTROL DF6565 ___________________________________________________________________ DF6565* NAD 83(1996)- 44 23 55.35958(N) 094 11 26.00940(W) ADJUSTED DF6565* NAVD 88 - 301.62 (meters) 989.6 (feet) LEVELING DF6565 ___________________________________________________________________ DF6565 X - -333,566.448 (meters) COMP DF6565 Y - -4,552,581.805 (meters) COMP DF6565 Z - 4,440,044.784 (meters) COMP DF6565 LAPLACE CORR- -1.02 (seconds) DEFLEC99 DF6565 ELLIP HEIGHT- 273.62 (meters) (07/31/03) GPS OBS DF6565 GEOID HEIGHT- -28.01 (meters) GEOID99 DF6565 DF6565 HORZ ORDER - FIRST DF6565 VERT ORDER - THIRD ? DF6565 ELLP ORDER - THIRD CLASS II DF6565 DF6565.The horizontal coordinates were established by GPS observations DF6565.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6565 DF6565.The orthometric height was determined by differential leveling. DF6565.The vertical network tie was performed by a horz. field party for horz. DF6565.obs reductions. Reset procedures were used to establish the elevation. DF6565 DF6565.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6565 DF6565.The Laplace correction was computed from DEFLEC99 derived deflections. DF6565 DF6565.The ellipsoidal height was determined by GPS observations DF6565.and is referenced to NAD 83. DF6565 DF6565.The geoid height was determined by GEOID99. DF6565 DF6565; North East Units Scale Converg. DF6565;SPC MN S - 255,430.190 784,819.951 MT 0.99992364 -0 08 00.8 DF6565;UTM 15 - 4,916,847.576 405,189.437 MT 0.99971055 -0 49 58.9 DF6565 DF6565 SUPERSEDED SURVEY CONTROL DF6565 DF6565.No superseded survey control is available for this station. DF6565 DF6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0518916848(NAD 83) DF6565_MARKER: DB = BENCH MARK DISK DF6565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND DF6565_STAMPING: 5208 I 1990 DF6565_MARK LOGO: MNDT DF6565_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6565+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6565 DF6565 HISTORY - Date Condition Report By DF6565 HISTORY - 1958 MONUMENTED MNDT DF6565 HISTORY - 20020711 GOOD MNDT DF6565 DF6565 STATION DESCRIPTION DF6565 DF6565'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6565'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DISK SET IN DF6565'MONUMENT IN 1958 THEN STAMPED IN 1990. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4890 *********************************************************************** AC4890 CBN - This is a Cooperative Base Network Control Station. AC4890 DESIGNATION - 5208 K AC4890 PID - AC4890 AC4890 STATE/COUNTY- MN/NICOLLET AC4890 USGS QUAD - NICOLLET (1965) AC4890 AC4890 *CURRENT SURVEY CONTROL AC4890 ___________________________________________________________________ AC4890* NAD 83(1996)- 44 20 08.20068(N) 094 11 25.40073(W) ADJUSTED AC4890* NAVD 88 - 299.40 (meters) 982.3 (feet) LEVELING AC4890 ___________________________________________________________________ AC4890 X - -333,911.169 (meters) COMP AC4890 Y - -4,557,471.168 (meters) COMP AC4890 Z - 4,435,030.581 (meters) COMP AC4890 LAPLACE CORR- -0.25 (seconds) DEFLEC99 AC4890 ELLIP HEIGHT- 271.36 (meters) (01/15/97) GPS OBS AC4890 GEOID HEIGHT- -28.06 (meters) GEOID99 AC4890 AC4890 HORZ ORDER - B AC4890 VERT ORDER - THIRD ? AC4890 ELLP ORDER - FOURTH CLASS I AC4890 AC4890.The horizontal coordinates were established by GPS observations AC4890.and adjusted by the National Geodetic Survey in January 1997. AC4890 AC4890.The orthometric height was determined by differential leveling. AC4890.The vertical network tie was performed by a horz. field party for horz. AC4890.obs reductions. Reset procedures were used to establish the elevation. AC4890 AC4890.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4890 AC4890.The Laplace correction was computed from DEFLEC99 derived deflections. AC4890 AC4890.The ellipsoidal height was determined by GPS observations AC4890.and is referenced to NAD 83. AC4890 AC4890.The geoid height was determined by GEOID99. AC4890 AC4890; North East Units Scale Converg. AC4890;SPC MN S - 248,419.104 784,817.090 MT 0.99992621 -0 08 00.4 AC4890;UTM 15 - 4,909,838.548 405,101.063 MT 0.99971075 -0 49 55.1 AC4890 AC4890 SUPERSEDED SURVEY CONTROL AC4890 AC4890.No superseded survey control is available for this station. AC4890 AC4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0510109839(NAD 83) AC4890_MARKER: DB = BENCH MARK DISK AC4890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC4890_STAMPING: 5208 K 1990 AC4890_MARK LOGO: MNDT AC4890_PROJECTION: FLUSH AC4890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC4890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4890+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AC4890_ROD/PIPE-DEPTH: 9.1 meters AC4890 AC4890 HISTORY - Date Condition Report By AC4890 HISTORY - 1990 MONUMENTED MNDT AC4890 HISTORY - 19941019 GOOD MNDT AC4890 HISTORY - 19970923 GOOD MNDT AC4890 HISTORY - 20020711 GOOD MNDT AC4890 AC4890 STATION DESCRIPTION AC4890 AC4890'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AC4890'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AC4890'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF THE TOWN OF NICOLLET AC4890'IN THE NW 1/4 OF SECTION 15, T110N, R28W. TO REACH THE MARK FROM THE AC4890'JCT OF TH 111 AND TH 99 IN NICOLLET, GO NORTH ON TH 111 FOR 4.05 MI AC4890'(6.52 KM) TO TH 111 MP 4.4 AND THE MARK ON THE RIGHT. THE MARK, A AC4890'DISK SET ON A DRIVEN ALUMINUM ROD, IS 69 FT (21.0 M) EAST OF TH 111, AC4890'11 FT (3.4 M) SOUTH OF A FIELD ENT EXTENDED, 18.5 FT (5.6 M) NE OF THE AC4890'SOUTH END OF A 24 INCH METAL CULVERT, AND 1.0 FT (0.3 M) WEST OF A WIT AC4890'POST. RECOVERED AND DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O. AC4890 AC4890 STATION RECOVERY (1997) AC4890 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH) AC4890'THE MARK WAS RECOVERED AS DESCRIBED. AC4890 AC4890 STATION RECOVERY (2002) AC4890 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AC4890'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6566 *********************************************************************** DF6566 DESIGNATION - 5209 N DF6566 PID - DF6566 DF6566 STATE/COUNTY- MN/NICOLLET DF6566 USGS QUAD - LE SUEUR (1979) DF6566 DF6566 *CURRENT SURVEY CONTROL DF6566 ___________________________________________________________________ DF6566* NAD 83(1996)- 44 26 59.28268(N) 093 56 28.84121(W) ADJUSTED DF6566* NAVD 88 - 230.0 (meters) 755. (feet) GPS OBS DF6566 ___________________________________________________________________ DF6566 X - -313,484.800 (meters) COMP DF6566 Y - -4,549,973.947 (meters) COMP DF6566 Z - 4,444,049.171 (meters) COMP DF6566 LAPLACE CORR- -0.75 (seconds) DEFLEC99 DF6566 ELLIP HEIGHT- 201.86 (meters) (07/31/03) GPS OBS DF6566 GEOID HEIGHT- -28.09 (meters) GEOID99 DF6566 DF6566 HORZ ORDER - FIRST DF6566 ELLP ORDER - THIRD CLASS II DF6566 DF6566.The horizontal coordinates were established by GPS observations DF6566.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6566 DF6566.The orthometric height was determined by GPS observations and a DF6566.high-resolution geoid model. DF6566 DF6566.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6566 DF6566.The Laplace correction was computed from DEFLEC99 derived deflections. DF6566 DF6566.The ellipsoidal height was determined by GPS observations DF6566.and is referenced to NAD 83. DF6566 DF6566.The geoid height was determined by GEOID99. DF6566 DF6566; North East Units Scale Converg. DF6566;SPC MN S - 261,090.854 804,668.462 MT 0.99992244 +0 02 28.0 DF6566;UTM 15 - 4,922,264.083 425,100.955 MT 0.99966899 -0 39 33.3 DF6566 DF6566 SUPERSEDED SURVEY CONTROL DF6566 DF6566.No superseded survey control is available for this station. DF6566 DF6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2510122264(NAD 83) DF6566_MARKER: DB = BENCH MARK DISK DF6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6566_STAMPING: 5209 N 1966 DF6566_MARK LOGO: MNDT DF6566_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6566+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6566 DF6566 HISTORY - Date Condition Report By DF6566 HISTORY - 1966 MONUMENTED MNDT DF6566 HISTORY - 20020711 GOOD MNDT DF6566 DF6566 STATION DESCRIPTION DF6566 DF6566'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6566'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 0.8 MI (1.3 KM) DF6566'SOUTH ON TH 169 FROM SOUTH JCT OF TH 169 AND TH 93 SOUTH OF LE SUEUR, DF6566'74 FT (22.6 M) WEST OF SB TH 169, AT TH 169 MP 75.55, 1.0 FT (0.3 M) DF6566'EAST OF WIT POST, 2.0 MI (3.2 KM) SOUTH OF NORTH JCT OF TH 169 AND TH DF6566'93. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6567 *********************************************************************** DF6567 DESIGNATION - 72 GJS DF6567 PID - DF6567 DF6567 STATE/COUNTY- MN/NICOLLET DF6567 USGS QUAD - NORSELAND (1965) DF6567 DF6567 *CURRENT SURVEY CONTROL DF6567 ___________________________________________________________________ DF6567* NAD 83(1996)- 44 26 06.27786(N) 094 07 12.27374(W) ADJUSTED DF6567* NAVD 88 - 298.0 (meters) 978. (feet) GPS OBS DF6567 ___________________________________________________________________ DF6567 X - -327,762.466 (meters) COMP DF6567 Y - -4,550,165.068 (meters) COMP DF6567 Z - 4,442,928.713 (meters) COMP DF6567 LAPLACE CORR- -1.28 (seconds) DEFLEC99 DF6567 ELLIP HEIGHT- 269.96 (meters) (07/31/03) GPS OBS DF6567 GEOID HEIGHT- -28.03 (meters) GEOID99 DF6567 DF6567 HORZ ORDER - FIRST DF6567 ELLP ORDER - THIRD CLASS II DF6567 DF6567.The horizontal coordinates were established by GPS observations DF6567.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6567 DF6567.The orthometric height was determined by GPS observations and a DF6567.high-resolution geoid model. DF6567 DF6567.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6567 DF6567.The Laplace correction was computed from DEFLEC99 derived deflections. DF6567 DF6567.The ellipsoidal height was determined by GPS observations DF6567.and is referenced to NAD 83. DF6567 DF6567.The geoid height was determined by GEOID99. DF6567 DF6567; North East Units Scale Converg. DF6567;SPC MN S - 259,460.232 790,440.557 MT 0.99992271 -0 05 03.0 DF6567;UTM 15 - 4,920,807.806 410,857.599 MT 0.99969772 -0 47 03.2 DF6567 DF6567 SUPERSEDED SURVEY CONTROL DF6567 DF6567.No superseded survey control is available for this station. DF6567 DF6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1085820808(NAD 83) DF6567_MARKER: DD = SURVEY DISK DF6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6567_STAMPING: 72 GJS 1963 977 DF6567_MARK LOGO: USGS DF6567_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6567+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6567 DF6567 HISTORY - Date Condition Report By DF6567 HISTORY - 1963 MONUMENTED USGS DF6567 HISTORY - 20020711 GOOD MNDT DF6567 DF6567 STATION DESCRIPTION DF6567 DF6567'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6567'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.5 MI (2.4 KM) DF6567'NORTH OF NORSELAND, 42 FT (12.8 M) SOUTH OF CO RD 18, 16 FT (4.9 M) DF6567'EAST OF CO RD 3, 0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC, DF6567'AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF5870 *********************************************************************** DF5870 DESIGNATION - 7UP DF5870 PID - DF5870 DF5870 STATE/COUNTY- MN/NICOLLET DF5870 USGS QUAD - LE SUEUR (1979) DF5870 DF5870 *CURRENT SURVEY CONTROL DF5870 ___________________________________________________________________ DF5870* NAD 83(1996)- 44 23 48.53205(N) 093 57 46.25198(W) ADJUSTED DF5870* NAVD 88 - 235.7 (meters) 773. (feet) GPS OBS DF5870 ___________________________________________________________________ DF5870 X - -315,477.479 (meters) COMP DF5870 Y - -4,553,971.513 (meters) COMP DF5870 Z - 4,439,847.949 (meters) COMP DF5870 LAPLACE CORR- -1.79 (seconds) DEFLEC99 DF5870 ELLIP HEIGHT- 207.51 (meters) (05/29/03) GPS OBS DF5870 GEOID HEIGHT- -28.14 (meters) GEOID99 DF5870 DF5870 HORZ ORDER - FIRST DF5870 ELLP ORDER - THIRD CLASS I DF5870 DF5870.The horizontal coordinates were established by GPS observations DF5870.and adjusted by the MN DEPT OF TRANSP in May 2003. DF5870 DF5870.The orthometric height was determined by GPS observations and a DF5870.high-resolution geoid model. DF5870 DF5870.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5870 DF5870.The Laplace correction was computed from DEFLEC99 derived deflections. DF5870 DF5870.The ellipsoidal height was determined by GPS observations DF5870.and is referenced to NAD 83. DF5870 DF5870.The geoid height was determined by GEOID99. DF5870 DF5870; North East Units Scale Converg. DF5870;SPC MN S - 255,202.442 802,959.681 MT 0.99992370 +0 01 33.7 DF5870;UTM 15 - 4,916,398.469 423,320.809 MT 0.99967231 -0 40 25.2 DF5870 DF5870 SUPERSEDED SURVEY CONTROL DF5870 DF5870.No superseded survey control is available for this station. DF5870 DF5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2332116398(NAD 83) DF5870_MARKER: DD = SURVEY DISK DF5870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF5870_STAMPING: 7UP 1997 DF5870_MARK LOGO: MNDT DF5870_PROJECTION: FLUSH DF5870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF5870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5870+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF5870_ROD/PIPE-DEPTH: 14.9 meters DF5870 DF5870 HISTORY - Date Condition Report By DF5870 HISTORY - 1997 MONUMENTED MNDT DF5870 HISTORY - 20020711 GOOD MNDT DF5870 DF5870 STATION DESCRIPTION DF5870 DF5870'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH) DF5870'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH OF ST PETER, 3.55 MI (5.71 KM) DF5870'NORTH ALONG TH 169 FROM JCT OF TH 169 AND TH 22 IN NORTH PART OF ST DF5870'PETER, AT TH 169 MP 71.70, 87.0 FT (26.5 M) WSW OF TH 169 SB, 21.0 FT DF5870'(6.4 M) ENE OF GRAVEL RD, 74.0 FT (22.6 M) NNE OF GRAVEL RD, 44.6 FT DF5870'(13.6 M) ENE OF FENCE, 110.8 FT (33.8 M) NORTH OF TEL PED NO 8E 102 DF5870'AND 3.0 FT (0.9 M) SOUTH OF WIT POST. DF5870 DF5870 STATION RECOVERY (2002) DF5870 DF5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DF5870'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS DF5870'FLUSH, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 49 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ0117 *********************************************************************** PQ0117 DESIGNATION - B 126 PQ0117 PID - PQ0117 PQ0117 STATE/COUNTY- MN/NICOLLET PQ0117 USGS QUAD - LAFAYETTE (1964) PQ0117 PQ0117 *CURRENT SURVEY CONTROL PQ0117 ___________________________________________________________________ PQ0117* NAD 83(1986)- 44 26 51. (N) 094 23 35. (W) SCALED PQ0117* NAVD 88 - 309.036 (meters) 1013.90 (feet) ADJUSTED PQ0117 ___________________________________________________________________ PQ0117 GEOID HEIGHT- -27.91 (meters) GEOID99 PQ0117 DYNAMIC HT - 308.993 (meters) 1013.75 (feet) COMP PQ0117 MODELED GRAV- 980,467.5 (mgal) NAVD 88 PQ0117 PQ0117 VERT ORDER - SECOND CLASS 0 PQ0117 PQ0117.The horizontal coordinates were scaled from a topographic map and have PQ0117.an estimated accuracy of +/- 6 seconds. PQ0117 PQ0117.The orthometric height was determined by differential leveling PQ0117.and adjusted by the National Geodetic Survey in June 1991. PQ0117 PQ0117.The geoid height was determined by GEOID99. PQ0117 PQ0117.The dynamic height is computed by dividing the NAVD 88 PQ0117.geopotential number by the normal gravity value computed on the PQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0117.degrees latitude (g = 980.6199 gals.). PQ0117 PQ0117.The modeled gravity was interpolated from observed gravity values. PQ0117 PQ0117; North East Units Estimated Accuracy PQ0117;SPC MN S - 260,910. 768,720. MT (+/- 180 meters Scaled) PQ0117 PQ0117 SUPERSEDED SURVEY CONTROL PQ0117 PQ0117 NGVD 29 - 308.937 (m) 1013.57 (f) ADJ UNCH 2 0 PQ0117 PQ0117.Superseded values are not recommended for survey control. PQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0117.See file dsdata.txt to determine how the superseded data were derived. PQ0117 PQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK891225(NAD 83) PQ0117_MARKER: DB = BENCH MARK DISK PQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0117_STAMPING: B 126 1934 PQ0117_MARK LOGO: CGS PQ0117_MAGNETIC: O = OTHER; SEE DESCRIPTION PQ0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0117+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ0117 PQ0117 HISTORY - Date Condition Report By PQ0117 HISTORY - 1934 MONUMENTED CGS PQ0117 HISTORY - 1968 GOOD MNDT PQ0117 HISTORY - 1979 GOOD LOCSUR PQ0117 HISTORY - 19850521 GOOD MNDT PQ0117 HISTORY - 20020711 SEE DESCRIPTION MNDT PQ0117 PQ0117 STATION DESCRIPTION PQ0117 PQ0117'DESCRIBED BY MN DEPT OF TRANSP 1968 PQ0117'IN LAFAYETTE. PQ0117'AT LAFAYETTE, NICOLLET COUNTY, ABOUT 1 POLE NORTH OF THE FORMER PQ0117'MINNEAPOLIS AND ST. LOUIS RAILROAD STATION, AT A ROAD CROSSING, 42 PQ0117'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER PQ0117'LINE OF THE TRACK, AND 6 FEET SOUTHWEST OF A POLE. PQ0117 PQ0117 STATION RECOVERY (1979) PQ0117 PQ0117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 PQ0117'THE BENCH MARK IS LOCATED 1 BLOCK NORTH OF THE MAIN DRAG- WANSER AVE. PQ0117'C.S.A.H. 32 IN LAFAYETTE (POST OFFICE), A STANDARD USC&GS DISK PQ0117'STAMPED "B 126 1934" SET IN A CONCRETE POST, 71.5 FEET WEST OF THE PQ0117'CENTERLINE OF TRUNK HIGHWAY 15, 40 FEET SOUTH OF THE CENTERLINE OF PQ0117'ADOLPH AVE. , 73.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A PQ0117'METAL FARMERS CO-OP ELEVATER, 67.2 FEET SOUTH-SOUTHWEST OF A POWER, PQ0117'1.3 FEET EAST OF A STEEL WITNESS POST, AND PROJECTING 4 INCHES ABOVE PQ0117'THE GROUND AND 1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 15. 160 FEET PQ0117'NORTH OF TRUNK HIGH- WAY 15 MILE POINT 69. PQ0117 PQ0117 STATION RECOVERY (1985) PQ0117 PQ0117'RECOVERY NOTE BY MN DEPT OF TRANSP 1985 PQ0117'THE MARK IS IN THE CITY OF LAFAYETTE, IN THE SE I/4 OF SECTION 2, PQ0117'T111N, R30W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF 9TH PQ0117'STREET (OLD TRUNK HIGHWAY 15) AND PIONEER AVENUE, 71.0 FEET (21.6 M) PQ0117'WEST OF AND ABOUT 0.5 FOOT (15.2 CM) LOWER THAN THE CENTERLINE OF 9TH PQ0117'STREET, 67.0 FEET (20.4 M) SOUTH OF THE CENTER OF PIONEER AVENUE, PQ0117'67.5 FEET (20.6 M) SOUTH-SOUTHWEST OF A POWER POLE, 73.6 FEET PQ0117'(22.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FARMERS CO-OP PQ0117'ELEVATOR, AND 1.1 FEET (0.3 M) EAST OF A STEEL WITNESS POST. THE PQ0117'MARK, A STANDARD BRASS CGS BENCH MARK DISK STAMPED---B 126 1934---, PQ0117'IS SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT (3.0 CM) PQ0117'ABOVE THE GROUND. NOTE--NOT LEVELED TO DURING THIS SURVEY. PQ0117 PQ0117 STATION RECOVERY (2002) PQ0117 PQ0117'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ0117'DESTROYED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6568 *********************************************************************** DF6568 DESIGNATION - BELGRADE 10 DF6568 PID - DF6568 DF6568 STATE/COUNTY- MN/NICOLLET DF6568 USGS QUAD - NORTH STAR (1977) DF6568 DF6568 *CURRENT SURVEY CONTROL DF6568 ___________________________________________________________________ DF6568* NAD 83(1996)- 44 16 05.82571(N) 094 03 51.96134(W) ADJUSTED DF6568* NAVD 88 - 299.2 (meters) 982. (feet) GPS OBS DF6568 ___________________________________________________________________ DF6568 X - -324,261.868 (meters) COMP DF6568 Y - -4,563,406.239 (meters) COMP DF6568 Z - 4,429,676.108 (meters) COMP DF6568 LAPLACE CORR- -2.33 (seconds) DEFLEC99 DF6568 ELLIP HEIGHT- 271.08 (meters) (07/31/03) GPS OBS DF6568 GEOID HEIGHT- -28.14 (meters) GEOID99 DF6568 DF6568 HORZ ORDER - FIRST DF6568 ELLP ORDER - THIRD CLASS II DF6568 DF6568.The horizontal coordinates were established by GPS observations DF6568.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6568 DF6568.The orthometric height was determined by GPS observations and a DF6568.high-resolution geoid model. DF6568 DF6568.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6568 DF6568.The Laplace correction was computed from DEFLEC99 derived deflections. DF6568 DF6568.The ellipsoidal height was determined by GPS observations DF6568.and is referenced to NAD 83. DF6568 DF6568.The geoid height was determined by GEOID99. DF6568 DF6568; North East Units Scale Converg. DF6568;SPC MN S - 240,922.806 794,855.721 MT 0.99993028 -0 02 42.6 DF6568;UTM 15 - 4,902,222.224 415,045.330 MT 0.99968876 -0 44 34.9 DF6568 DF6568 SUPERSEDED SURVEY CONTROL DF6568 DF6568.No superseded survey control is available for this station. DF6568 DF6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1504502222(NAD 83) DF6568_MARKER: DD = SURVEY DISK DF6568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6568_STAMPING: BELGRADE 10 2001 DF6568_MARK LOGO: MN-103 DF6568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6568+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6568 DF6568 HISTORY - Date Condition Report By DF6568 HISTORY - 2001 MONUMENTED MN-103 DF6568 DF6568 STATION DESCRIPTION DF6568 DF6568'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6568'THE MARK IS 6.2 MI (10.0 KM) NORTH OF NORTH MANKATO, 6.2 MI (10.0 KM) DF6568'NORTH ALONG CSAH 13 FROM JCT OF TH 14 AND CSAH 13 IN NORTH MANKATO, DF6568'202 FT (61.6 M) SOUTH OF PRIVATE DRIVE, 55 FT (16.8 M) NORTH OF DF6568'P-POLE, 51 FT (15.5 M) EAST OF CSAH 13, 27 FT (8.2 M) SOUTH OF FIELD DF6568'ENT, 5.0 FT (1.5 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE DF6568'FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6569 *********************************************************************** DF6569 DESIGNATION - BELGRADE 21 DF6569 PID - DF6569 DF6569 STATE/COUNTY- MN/NICOLLET DF6569 USGS QUAD - MANKATO WEST (1993) DF6569 DF6569 *CURRENT SURVEY CONTROL DF6569 ___________________________________________________________________ DF6569* NAD 83(1996)- 44 13 57.98634(N) 094 05 05.12004(W) ADJUSTED DF6569* NAVD 88 - 303.6 (meters) 996. (feet) GPS OBS DF6569 ___________________________________________________________________ DF6569 X - -326,076.775 (meters) COMP DF6569 Y - -4,566,040.599 (meters) COMP DF6569 Z - 4,426,852.617 (meters) COMP DF6569 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF6569 ELLIP HEIGHT- 275.44 (meters) (07/31/03) GPS OBS DF6569 GEOID HEIGHT- -28.14 (meters) GEOID99 DF6569 DF6569 HORZ ORDER - FIRST DF6569 ELLP ORDER - THIRD CLASS II DF6569 DF6569.The horizontal coordinates were established by GPS observations DF6569.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6569 DF6569.The orthometric height was determined by GPS observations and a DF6569.high-resolution geoid model. DF6569 DF6569.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6569 DF6569.The Laplace correction was computed from DEFLEC99 derived deflections. DF6569 DF6569.The ellipsoidal height was determined by GPS observations DF6569.and is referenced to NAD 83. DF6569 DF6569.The geoid height was determined by GEOID99. DF6569 DF6569; North East Units Scale Converg. DF6569;SPC MN S - 236,978.685 793,229.167 MT 0.99993298 -0 03 33.9 DF6569;UTM 15 - 4,898,299.145 413,371.280 MT 0.99969229 -0 45 24.3 DF6569 DF6569 SUPERSEDED SURVEY CONTROL DF6569 DF6569.No superseded survey control is available for this station. DF6569 DF6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1337198299(NAD 83) DF6569_MARKER: DD = SURVEY DISK DF6569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6569_STAMPING: BELGRADE 21 2001 DF6569_MARK LOGO: MN-103 DF6569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6569+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6569 DF6569 HISTORY - Date Condition Report By DF6569 HISTORY - 2001 MONUMENTED MN-103 DF6569 DF6569 STATION DESCRIPTION DF6569 DF6569'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6569'THE MARK IS 3.6 MI (5.8 KM) NORTH OF NORTH MANKATO, 3.6 MI (5.8 KM) DF6569'NORTH ALONG CSAH 13 FROM JCT OF TH 14 AND CSAH 13 IN NORTH MANKATO, DF6569'THENCE 1.4 MI (2.3 KM) WEST ON TWP RD 112, 34 FT (10.4 M) NORTH OF TWP DF6569'RD 112, 29 FT (8.8 M) EAST OF TWP RD 111, 7 FT (2.1 M) SSW OF P-POLE DF6569'WITH GUY WIRE, 5.0 FT (1.5 M) SW OF WIT POST, FLUSH, MAGNETIC, AND DF6569'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6570 *********************************************************************** DF6570 DESIGNATION - BELGRADE 9 DF6570 PID - DF6570 DF6570 STATE/COUNTY- MN/NICOLLET DF6570 USGS QUAD - MANKATO WEST (1993) DF6570 DF6570 *CURRENT SURVEY CONTROL DF6570 ___________________________________________________________________ DF6570* NAD 83(1996)- 44 10 07.48454(N) 094 04 49.20055(W) ADJUSTED DF6570* NAVD 88 - 256.3 (meters) 841. (feet) GPS OBS DF6570 ___________________________________________________________________ DF6570 X - -326,074.904 (meters) COMP DF6570 Y - -4,570,979.646 (meters) COMP DF6570 Z - 4,421,718.983 (meters) COMP DF6570 LAPLACE CORR- -1.90 (seconds) DEFLEC99 DF6570 ELLIP HEIGHT- 228.13 (meters) (07/31/03) GPS OBS DF6570 GEOID HEIGHT- -28.16 (meters) GEOID99 DF6570 DF6570 HORZ ORDER - FIRST DF6570 ELLP ORDER - THIRD CLASS II DF6570 DF6570.The horizontal coordinates were established by GPS observations DF6570.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6570 DF6570.The orthometric height was determined by GPS observations and a DF6570.high-resolution geoid model. DF6570 DF6570.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6570 DF6570.The Laplace correction was computed from DEFLEC99 derived deflections. DF6570 DF6570.The ellipsoidal height was determined by GPS observations DF6570.and is referenced to NAD 83. DF6570 DF6570.The geoid height was determined by GEOID99. DF6570 DF6570; North East Units Scale Converg. DF6570;SPC MN S - 229,864.212 793,575.441 MT 0.99993881 -0 03 22.7 DF6570;UTM 15 - 4,891,182.722 413,630.930 MT 0.99969174 -0 45 10.1 DF6570 DF6570 SUPERSEDED SURVEY CONTROL DF6570 DF6570.No superseded survey control is available for this station. DF6570 DF6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1363191183(NAD 83) DF6570_MARKER: DD = SURVEY DISK DF6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6570_STAMPING: BELGRADE 9 2001 DF6570_MARK LOGO: MN-103 DF6570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6570+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6570 DF6570 HISTORY - Date Condition Report By DF6570 HISTORY - 2001 MONUMENTED MN-103 DF6570 DF6570 STATION DESCRIPTION DF6570 DF6570'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6570'THE MARK IS 1.3 MI (2.1 KM) SOUTH OF NORTH MANKATO, 1.3 MI (2.1 KM) DF6570'SOUTH ALONG CSAH 41 FROM JCT OF TH 14 AND CSAH 41 IN NORTH MANKATO, DF6570'106 FT (32.3 M) SE OF STOP SIGN, 99 FT (30.2 M) EAST OF CSAH 41, 64 FT DF6570'(19.5 M) SOUTH OF C0 RD 71, 4.0 FT (1.2 M) SW OF WIT POST, FLUSH, DF6570'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ0699 *********************************************************************** PQ0699 DESIGNATION - BENN PQ0699 PID - PQ0699 PQ0699 STATE/COUNTY- MN/NICOLLET PQ0699 USGS QUAD - MANKATO WEST (1993) PQ0699 PQ0699 *CURRENT SURVEY CONTROL PQ0699 ___________________________________________________________________ PQ0699* NAD 83(1996)- 44 12 50.32497(N) 094 01 38.40972(W) ADJUSTED PQ0699* NAVD 88 - 236.9 (meters) 777. (feet) GPS OBS PQ0699 ___________________________________________________________________ PQ0699 X - -321,599.655 (meters) COMP PQ0699 Y - -4,567,770.447 (meters) COMP PQ0699 Z - 4,425,309.426 (meters) COMP PQ0699 LAPLACE CORR- -3.75 (seconds) DEFLEC99 PQ0699 ELLIP HEIGHT- 208.74 (meters) (07/31/03) GPS OBS PQ0699 GEOID HEIGHT- -28.21 (meters) GEOID99 PQ0699 PQ0699 HORZ ORDER - FIRST PQ0699 ELLP ORDER - THIRD CLASS II PQ0699 PQ0699.The horizontal coordinates were established by GPS observations PQ0699.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ0699 PQ0699.The orthometric height was determined by GPS observations and a PQ0699.high-resolution geoid model. PQ0699 PQ0699.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0699 PQ0699.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0699 PQ0699.The ellipsoidal height was determined by GPS observations PQ0699.and is referenced to NAD 83. PQ0699 PQ0699.The geoid height was determined by GEOID99. PQ0699 PQ0699; North East Units Scale Converg. PQ0699;SPC MN S - 234,887.261 797,815.519 MT 0.99993456 -0 01 09.0 PQ0699;UTM 15 - 4,896,152.589 417,930.716 MT 0.99968283 -0 42 59.2 PQ0699 PQ0699: Primary Azimuth Mark Grid Az PQ0699:SPC MN S - KAS 359 56 00.2 PQ0699:UTM 15 - KAS 000 37 50.4 PQ0699 PQ0699|---------------------------------------------------------------------| PQ0699| PID Reference Object Distance Geod. Az | PQ0699| dddmmss.s | PQ0699| CO7821 5211 D 30.934 METERS 26419 | PQ0699| CO7822 BENN RM 2 28.539 METERS 31124 | PQ0699| PQ0677 KAS APPROX. 4.8 KM 3595451.2 | PQ0699|---------------------------------------------------------------------| PQ0699 PQ0699 SUPERSEDED SURVEY CONTROL PQ0699 PQ0699 NAD 83(1996)- 44 12 50.32532(N) 094 01 38.41096(W) AD( ) 2 PQ0699 NAD 83(1986)- 44 12 50.32192(N) 094 01 38.40525(W) AD( ) 2 PQ0699 NAD 27 - 44 12 50.43853(N) 094 01 37.56466(W) AD( ) 2 PQ0699 NGVD 29 - 236.92 (m) 777.3 (f) LEVELING 3 PQ0699 PQ0699.Superseded values are not recommended for survey control. PQ0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0699.See file dsdata.txt to determine how the superseded data were derived. PQ0699 PQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1793196153(NAD 83) PQ0699_MARKER: DH = HORIZONTAL CONTROL DISK PQ0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0699_STAMPING: BENN 1978 PQ0699_MARK LOGO: MNDT PQ0699_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT PQ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0699+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ0699 PQ0699 HISTORY - Date Condition Report By PQ0699 HISTORY - 1978 MONUMENTED MNDT PQ0699 HISTORY - 20020711 GOOD MNDT PQ0699 PQ0699 STATION DESCRIPTION PQ0699 PQ0699'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH) PQ0699'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF MANKATO, PQ0699'IN THE SW 1/4 OF SECTION 25, T109N, R25W, ON THE WEST RIGHT-OF-WAY OF PQ0699'TRUNK HIGHWAY 169 AT MILEPOINT 57.35. PQ0699' PQ0699'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK PQ0699'HIGHWAY 14 AT THE NORTH EDGE OF MANKATO, GO NORTH ON TRUNK HIGHWAY 169 PQ0699'FOR 1.7 MILES TO A CROSSING IN THE MEDIAN, TURN LEFT AND CROSS THE PQ0699'SOUTHBOUND LANE OF THE HIGHWAY TO THE STATION. PQ0699' PQ0699'THE STATION MARKS ARE STANDARD MNHD HORIZONTAL CONTROL MONUMENT DISKS PQ0699'STAMPED---BENN 1978---. THE SURFACE STATION DISK IS SET IN THE TOP OF PQ0699'A 10 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PQ0699'THE GROUND. THE MARK IS 35.8 FEET WEST-SOUTHWEST OF THE CENTERLINE OF PQ0699'THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169, 10 FEET NORTH-NORTHWEST OF PQ0699'THE CENTER OF A FIELD ENTRANCE, 88.7 FEET EAST OF A RIGHT-OF-WAY POST, PQ0699'AND 3.2 FEET EAST OF A STEEL WITNESS POST. THE UNDERGROUND STATION PQ0699'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE PQ0699'SURFACE OF THE GROUND. PQ0699' PQ0699'REFERENCE MARK NUMBER 1, A STANDARD MNHD BENCH MARK DISK PQ0699'STAMPED---5211D---, IS SET IN THE TOP OF A 6 INCH ROUND PRECAST PQ0699'CONCRETE MONUMENT THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE PQ0699'GROUND. THE MARK IS 64.3 FEET SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST, PQ0699'18 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.6 FOOT EAST OF PQ0699'A STEEL WITNESS POST. PQ0699' PQ0699'REFERENCE MARK NUMBER 2, A STANDARD MNHD BENCH MARK DISK PQ0699'STAMPED---BENN NO 2 1978---, IS SET IN THE TOP OF A 6 INCH ROUND PQ0699'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE PQ0699'GROUND. THE MARK IS 96.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE PQ0699'SOUTHBOUND LANE OF TRUNK HIGHWAY 169, 61 FEET NORTH-NORTHWEST OF THE PQ0699'CENTER OF A FIELD ENTRANCE, 14.2 FEET NORTH OF A RIGHT-OF-WAY POST, PQ0699'78.0 FEET NORTH-NORTHEAST OF A BM WITNESS POST, AND 91.6 FEET WEST OF PQ0699'A STEEL WITNESS POST. PQ0699' PQ0699'A STEEL ROD SET IN THE CONCRETE MONUMENTS NEAR THE DISKS MAKE ALL OF PQ0699'THE MARKS MAGNETIC. PQ0699 PQ0699 STATION RECOVERY (2002) PQ0699 PQ0699'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ0699'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6571 *********************************************************************** DF6571 DESIGNATION - BERNADOTTE 12 DF6571 PID - DF6571 DF6571 STATE/COUNTY- MN/NICOLLET DF6571 USGS QUAD - BERNADOTTE (1964) DF6571 DF6571 *CURRENT SURVEY CONTROL DF6571 ___________________________________________________________________ DF6571* NAD 83(1996)- 44 26 05.30863(N) 094 15 03.64626(W) ADJUSTED DF6571* NAVD 88 - 303.8 (meters) 997. (feet) GPS OBS DF6571 ___________________________________________________________________ DF6571 X - -338,161.860 (meters) COMP DF6571 Y - -4,549,429.248 (meters) COMP DF6571 Z - 4,442,911.481 (meters) COMP DF6571 LAPLACE CORR- -0.69 (seconds) DEFLEC99 DF6571 ELLIP HEIGHT- 275.86 (meters) (07/31/03) GPS OBS DF6571 GEOID HEIGHT- -27.97 (meters) GEOID99 DF6571 DF6571 HORZ ORDER - FIRST DF6571 ELLP ORDER - THIRD CLASS II DF6571 DF6571.The horizontal coordinates were established by GPS observations DF6571.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6571 DF6571.The orthometric height was determined by GPS observations and a DF6571.high-resolution geoid model. DF6571 DF6571.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6571 DF6571.The Laplace correction was computed from DEFLEC99 derived deflections. DF6571 DF6571.The ellipsoidal height was determined by GPS observations DF6571.and is referenced to NAD 83. DF6571 DF6571.The geoid height was determined by GEOID99. DF6571 DF6571; North East Units Scale Converg. DF6571;SPC MN S - 259,453.978 780,016.402 MT 0.99992271 -0 10 33.4 DF6571;UTM 15 - 4,920,928.880 400,436.368 MT 0.99972191 -0 52 33.2 DF6571 DF6571 SUPERSEDED SURVEY CONTROL DF6571 DF6571.No superseded survey control is available for this station. DF6571 DF6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0043620929(NAD 83) DF6571_MARKER: DD = SURVEY DISK DF6571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6571_STAMPING: BERNADOTTE 12 2001 DF6571_MARK LOGO: MN-103 DF6571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6571+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6571 DF6571 HISTORY - Date Condition Report By DF6571 HISTORY - 2001 MONUMENTED MN-103 DF6571 DF6571 STATION DESCRIPTION DF6571 DF6571'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6571'THE MARK IS 7.3 MI (11.7 KM) EAST OF LAFAYETTE, 7.3 MI (11.7 KM) EAST DF6571'ALONG CSAH 1 FROM JCT OF TH 15 AND CSAH 1 IN LAFAYETTE, THENCE 0.1 MI DF6571'(0.2 KM) SOUTH ON CSAH 4, 100 FT (30.5 M) WEST OF P-POLE, 48 FT (14.6 DF6571'M) WEST OF CSAH 4, 28 FT (8.5 M) SOUTH OF FIELD ENT, 3.0 FT (0.9 M) DF6571'EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6572 *********************************************************************** DF6572 DESIGNATION - BERNADOTTE 25 DF6572 PID - DF6572 DF6572 STATE/COUNTY- MN/NICOLLET DF6572 USGS QUAD - BERNADOTTE (1964) DF6572 DF6572 *CURRENT SURVEY CONTROL DF6572 ___________________________________________________________________ DF6572* NAD 83(1996)- 44 23 28.28885(N) 094 15 02.66405(W) ADJUSTED DF6572* NAVD 88 - 298.9 (meters) 981. (feet) GPS OBS DF6572 ___________________________________________________________________ DF6572 X - -338,391.352 (meters) COMP DF6572 Y - -4,552,809.978 (meters) COMP DF6572 Z - 4,439,445.803 (meters) COMP DF6572 LAPLACE CORR- -0.63 (seconds) DEFLEC99 DF6572 ELLIP HEIGHT- 270.90 (meters) (07/31/03) GPS OBS DF6572 GEOID HEIGHT- -28.00 (meters) GEOID99 DF6572 DF6572 HORZ ORDER - FIRST DF6572 ELLP ORDER - THIRD CLASS II DF6572 DF6572.The horizontal coordinates were established by GPS observations DF6572.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6572 DF6572.The orthometric height was determined by GPS observations and a DF6572.high-resolution geoid model. DF6572 DF6572.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6572 DF6572.The Laplace correction was computed from DEFLEC99 derived deflections. DF6572 DF6572.The ellipsoidal height was determined by GPS observations DF6572.and is referenced to NAD 83. DF6572 DF6572.The geoid height was determined by GEOID99. DF6572 DF6572; North East Units Scale Converg. DF6572;SPC MN S - 254,607.616 780,023.257 MT 0.99992388 -0 10 32.7 DF6572;UTM 15 - 4,916,083.771 400,384.057 MT 0.99972204 -0 52 30.1 DF6572 DF6572 SUPERSEDED SURVEY CONTROL DF6572 DF6572.No superseded survey control is available for this station. DF6572 DF6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0038416084(NAD 83) DF6572_MARKER: DD = SURVEY DISK DF6572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6572_STAMPING: BERNADOTTE 25 2001 DF6572_MARK LOGO: MN-103 DF6572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6572+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6572 DF6572 HISTORY - Date Condition Report By DF6572 HISTORY - 2001 MONUMENTED MN-103 DF6572 DF6572 STATION DESCRIPTION DF6572 DF6572'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6572'THE MARK IS 2.2 MI (3.5 KM) NORTH OF KLOSSNER, 2.2 MI (3.5 KM) NORTH DF6572'ALONG TH 15 FROM JCT OF TH 15 AND CSAH 5 IN KLOSSNER, THENCE 8 MI DF6572'(12.9 KM) EAST ON CSAH 15, 72 FT (21.9 M) SOUTH OF CSAH 15, 39 FT DF6572'(11.9 M) WEST OF CSAH 4, 21 FT (6.4 M) NORTH OF FIELD ENT, 3.0 FT (0.9 DF6572'M) EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6573 *********************************************************************** DF6573 DESIGNATION - BERNADOTTE 27 DF6573 PID - DF6573 DF6573 STATE/COUNTY- MN/NICOLLET DF6573 USGS QUAD - BERNADOTTE (1964) DF6573 DF6573 *CURRENT SURVEY CONTROL DF6573 ___________________________________________________________________ DF6573* NAD 83(1996)- 44 23 28.69844(N) 094 18 40.95844(W) ADJUSTED DF6573* NAVD 88 - 301.5 (meters) 989. (feet) GPS OBS DF6573 ___________________________________________________________________ DF6573 X - -343,208.973 (meters) COMP DF6573 Y - -4,552,442.356 (meters) COMP DF6573 Z - 4,439,456.677 (meters) COMP DF6573 LAPLACE CORR- -0.87 (seconds) DEFLEC99 DF6573 ELLIP HEIGHT- 273.53 (meters) (07/31/03) GPS OBS DF6573 GEOID HEIGHT- -27.98 (meters) GEOID99 DF6573 DF6573 HORZ ORDER - FIRST DF6573 ELLP ORDER - THIRD CLASS II DF6573 DF6573.The horizontal coordinates were established by GPS observations DF6573.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6573 DF6573.The orthometric height was determined by GPS observations and a DF6573.high-resolution geoid model. DF6573 DF6573.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6573 DF6573.The Laplace correction was computed from DEFLEC99 derived deflections. DF6573 DF6573.The ellipsoidal height was determined by GPS observations DF6573.and is referenced to NAD 83. DF6573 DF6573.The geoid height was determined by GEOID99. DF6573 DF6573; North East Units Scale Converg. DF6573;SPC MN S - 254,636.868 775,192.281 MT 0.99992388 -0 13 05.7 DF6573;UTM 15 - 4,916,171.960 395,554.744 MT 0.99973416 -0 55 02.9 DF6573 DF6573 SUPERSEDED SURVEY CONTROL DF6573 DF6573.No superseded survey control is available for this station. DF6573 DF6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9555516172(NAD 83) DF6573_MARKER: DD = SURVEY DISK DF6573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6573_STAMPING: BERNADOTTE 27 2001 DF6573_MARK LOGO: MN-103 DF6573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6573+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6573 DF6573 HISTORY - Date Condition Report By DF6573 HISTORY - 2001 MONUMENTED MN-103 DF6573 DF6573 STATION DESCRIPTION DF6573 DF6573'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6573'THE MARK IS 2.2 MI (3.5 KM) NORTH OF KLOSSNER, 2.2 MI (3.5 KM) NORTH DF6573'ALONG TH 15 FROM JCT OF TH 15 AND CSAH 5 IN KLOSSNER, THENCE 5 MI (8.0 DF6573'KM) EAST ON CSAH 15, 52 FT (15.8 M) SOUTH OF CSAH 15, 38 FT (11.6 M) DF6573'EAST OF CSAH 10, 43 FT (13.1 M) NNW OF TEL PEDESTAL, 3.5 FT (1.1 M) DF6573'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6574 *********************************************************************** DF6574 DESIGNATION - BERNADOTTE 3 DF6574 PID - DF6574 DF6574 STATE/COUNTY- MN/NICOLLET DF6574 USGS QUAD - BERNADOTTE (1964) DF6574 DF6574 *CURRENT SURVEY CONTROL DF6574 ___________________________________________________________________ DF6574* NAD 83(1996)- 44 26 36.37796(N) 094 18 06.32316(W) ADJUSTED DF6574* NAVD 88 - 309.5 (meters) 1015. (feet) GPS OBS DF6574 ___________________________________________________________________ DF6574 X - -342,140.831 (meters) COMP DF6574 Y - -4,548,462.411 (meters) COMP DF6574 Z - 4,443,600.204 (meters) COMP DF6574 LAPLACE CORR- -0.97 (seconds) DEFLEC99 DF6574 ELLIP HEIGHT- 281.52 (meters) (07/31/03) GPS OBS DF6574 GEOID HEIGHT- -27.95 (meters) GEOID99 DF6574 DF6574 HORZ ORDER - FIRST DF6574 ELLP ORDER - THIRD CLASS II DF6574 DF6574.The horizontal coordinates were established by GPS observations DF6574.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6574 DF6574.The orthometric height was determined by GPS observations and a DF6574.high-resolution geoid model. DF6574 DF6574.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6574 DF6574.The Laplace correction was computed from DEFLEC99 derived deflections. DF6574 DF6574.The ellipsoidal height was determined by GPS observations DF6574.and is referenced to NAD 83. DF6574 DF6574.The geoid height was determined by GEOID99. DF6574 DF6574; North East Units Scale Converg. DF6574;SPC MN S - 260,426.571 775,980.168 MT 0.99992255 -0 12 41.4 DF6574;UTM 15 - 4,921,950.511 396,413.105 MT 0.99973196 -0 54 41.7 DF6574 DF6574 SUPERSEDED SURVEY CONTROL DF6574 DF6574.No superseded survey control is available for this station. DF6574 DF6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9641321951(NAD 83) DF6574_MARKER: DD = SURVEY DISK DF6574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6574_STAMPING: BERNADOTTE 3 2001 DF6574_MARK LOGO: MN-103 DF6574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6574+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6574 DF6574 HISTORY - Date Condition Report By DF6574 HISTORY - 2001 MONUMENTED MN-103 DF6574 DF6574 STATION DESCRIPTION DF6574 DF6574'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6574'THE MARK IS 4.4 MI (7.1 KM) EAST OF LAFAYETTE, 4.4 MI (7.1 KM) EAST DF6574'ALONG CSAH 1 FROM JCT OF TH 15 AND CSAH 1 IN LAFAYETTE, THENCE 0.8 MI DF6574'(1.3 KM) NORTH ON CSAH 10, 45 FT (13.7 M) WEST OF CSAH 10, 20 FT (6.1 DF6574'M) SOUTH OF FIELD ENT, 12 FT (3.7 M) NE OF P-POLE, 3.0 FT (0.9 M) EAST DF6574'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6575 *********************************************************************** DF6575 DESIGNATION - BERNADOTTE 30 DF6575 PID - DF6575 DF6575 STATE/COUNTY- MN/NICOLLET DF6575 USGS QUAD - BERNADOTTE (1964) DF6575 DF6575 *CURRENT SURVEY CONTROL DF6575 ___________________________________________________________________ DF6575* NAD 83(1996)- 44 23 28.69778(N) 094 21 07.54633(W) ADJUSTED DF6575* NAVD 88 - 308.7 (meters) 1013. (feet) GPS OBS DF6575 ___________________________________________________________________ DF6575 X - -346,444.596 (meters) COMP DF6575 Y - -4,552,202.404 (meters) COMP DF6575 Z - 4,439,461.664 (meters) COMP DF6575 LAPLACE CORR- -0.96 (seconds) DEFLEC99 DF6575 ELLIP HEIGHT- 280.68 (meters) (07/31/03) GPS OBS DF6575 GEOID HEIGHT- -27.97 (meters) GEOID99 DF6575 DF6575 HORZ ORDER - FIRST DF6575 ELLP ORDER - THIRD CLASS II DF6575 DF6575.The horizontal coordinates were established by GPS observations DF6575.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6575 DF6575.The orthometric height was determined by GPS observations and a DF6575.high-resolution geoid model. DF6575 DF6575.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6575 DF6575.The Laplace correction was computed from DEFLEC99 derived deflections. DF6575 DF6575.The ellipsoidal height was determined by GPS observations DF6575.and is referenced to NAD 83. DF6575 DF6575.The geoid height was determined by GEOID99. DF6575 DF6575; North East Units Scale Converg. DF6575;SPC MN S - 254,650.013 771,948.191 MT 0.99992388 -0 14 48.5 DF6575;UTM 15 - 4,916,224.681 392,311.658 MT 0.99974262 -0 56 45.4 DF6575 DF6575 SUPERSEDED SURVEY CONTROL DF6575 DF6575.No superseded survey control is available for this station. DF6575 DF6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9231216225(NAD 83) DF6575_MARKER: DD = SURVEY DISK DF6575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6575_STAMPING: BERNADOTTE 30 2001 DF6575_MARK LOGO: MN-103 DF6575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6575+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6575 DF6575 HISTORY - Date Condition Report By DF6575 HISTORY - 2001 MONUMENTED MN-103 DF6575 DF6575 STATION DESCRIPTION DF6575 DF6575'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6575'THE MARK IS 2.2 MI (3.5 KM) NORTH OF KLOSSNER, 2.2 MI (3.5 KM) NORTH DF6575'ALONG TH 15 FROM JCT OF TH 15 AND CSAH 5 IN KLOSSNER, THENCE 3 MI (4.8 DF6575'KM) EAST ON CSAH 15, 61 FT (18.6 M) SOUTH OF CSAH 15, 40 FT (12.2 M) DF6575'WEST OF CSAH 12, 37 FT (11.3 M) NORTH OF FIELD ENT, 9.0 FT (2.7 M) DF6575'WEST OF TEL MARKER POST, 4.0 FT (1.2 M) NORTH OF WIT POST, FLUSH, DF6575'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6576 *********************************************************************** DF6576 DESIGNATION - BERNADOTTE 7 DF6576 PID - DF6576 DF6576 STATE/COUNTY- MN/NICOLLET DF6576 USGS QUAD - BERNADOTTE (1964) DF6576 DF6576 *CURRENT SURVEY CONTROL DF6576 ___________________________________________________________________ DF6576* NAD 83(1996)- 44 26 31.51393(N) 094 21 45.61739(W) ADJUSTED DF6576* NAVD 88 - 304.6 (meters) 999. (feet) GPS OBS DF6576 ___________________________________________________________________ DF6576 X - -346,984.152 (meters) COMP DF6576 Y - -4,548,197.461 (meters) COMP DF6576 Z - 4,443,489.613 (meters) COMP DF6576 LAPLACE CORR- -0.83 (seconds) DEFLEC99 DF6576 ELLIP HEIGHT- 276.67 (meters) (07/31/03) GPS OBS DF6576 GEOID HEIGHT- -27.93 (meters) GEOID99 DF6576 DF6576 HORZ ORDER - FIRST DF6576 ELLP ORDER - THIRD CLASS II DF6576 DF6576.The horizontal coordinates were established by GPS observations DF6576.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6576 DF6576.The orthometric height was determined by GPS observations and a DF6576.high-resolution geoid model. DF6576 DF6576.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6576 DF6576.The Laplace correction was computed from DEFLEC99 derived deflections. DF6576 DF6576.The ellipsoidal height was determined by GPS observations DF6576.and is referenced to NAD 83. DF6576 DF6576.The geoid height was determined by GEOID99. DF6576 DF6576; North East Units Scale Converg. DF6576;SPC MN S - 260,296.152 771,130.688 MT 0.99992257 -0 15 15.1 DF6576;UTM 15 - 4,921,879.365 391,563.288 MT 0.99974460 -0 57 15.2 DF6576 DF6576 SUPERSEDED SURVEY CONTROL DF6576 DF6576.No superseded survey control is available for this station. DF6576 DF6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9156321879(NAD 83) DF6576_MARKER: DD = SURVEY DISK DF6576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6576_STAMPING: BERNADOTTE 7 2001 DF6576_MARK LOGO: MN-103 DF6576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6576+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6576 DF6576 HISTORY - Date Condition Report By DF6576 HISTORY - 2001 MONUMENTED MN-103 DF6576 DF6576 STATION DESCRIPTION DF6576 DF6576'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6576'THE MARK IS 1.3 MI (2.1 KM) EAST OF LAFAYETTE, 1.3 MI (2.1 KM) EAST DF6576'ALONG CSAH 1 FROM JCT OF TH 15 AND CSAH 1 IN LAFAYETTE, 84 FT (25.6 M) DF6576'WEST OF CO RD 82, 33 FT (10.1 M) SOUTH OF CSAH 1, 24 FT (7.3 M) EAST DF6576'OF FIELD ENT, 5.0 FT (1.5 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND DF6576'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6577 *********************************************************************** DF6577 DESIGNATION - BRIGHTON 10 DF6577 PID - DF6577 DF6577 STATE/COUNTY- MN/NICOLLET DF6577 USGS QUAD - COURTLAND (1964) DF6577 DF6577 *CURRENT SURVEY CONTROL DF6577 ___________________________________________________________________ DF6577* NAD 83(1996)- 44 21 07.70374(N) 094 18 40.00252(W) ADJUSTED DF6577* NAVD 88 - 305.4 (meters) 1002. (feet) GPS OBS DF6577 ___________________________________________________________________ DF6577 X - -343,416.873 (meters) COMP DF6577 Y - -4,555,481.644 (meters) COMP DF6577 Z - 4,436,348.356 (meters) COMP DF6577 LAPLACE CORR- -0.71 (seconds) DEFLEC99 DF6577 ELLIP HEIGHT- 277.41 (meters) (07/31/03) GPS OBS DF6577 GEOID HEIGHT- -28.02 (meters) GEOID99 DF6577 DF6577 HORZ ORDER - FIRST DF6577 ELLP ORDER - THIRD CLASS II DF6577 DF6577.The horizontal coordinates were established by GPS observations DF6577.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6577 DF6577.The orthometric height was determined by GPS observations and a DF6577.high-resolution geoid model. DF6577 DF6577.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6577 DF6577.The Laplace correction was computed from DEFLEC99 derived deflections. DF6577 DF6577.The ellipsoidal height was determined by GPS observations DF6577.and is referenced to NAD 83. DF6577 DF6577.The geoid height was determined by GEOID99. DF6577 DF6577; North East Units Scale Converg. DF6577;SPC MN S - 250,285.130 775,196.874 MT 0.99992542 -0 13 05.0 DF6577;UTM 15 - 4,911,821.318 395,506.265 MT 0.99973428 -0 54 59.9 DF6577 DF6577 SUPERSEDED SURVEY CONTROL DF6577 DF6577.No superseded survey control is available for this station. DF6577 DF6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9550611821(NAD 83) DF6577_MARKER: DD = SURVEY DISK DF6577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6577_STAMPING: BRIGHTON 10 2001 DF6577_MARK LOGO: MN-103 DF6577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6577+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6577 DF6577 HISTORY - Date Condition Report By DF6577 HISTORY - 2001 MONUMENTED MN-103 DF6577 DF6577 STATION DESCRIPTION DF6577 DF6577'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6577'THE MARK IS 5.8 MI (9.3 KM) EAST OF KLOSSNER, 5.8 MI (9.3 KM) EAST DF6577'ALONG CSAH 5 FROM JCT TH 15 AND CSAH 5 IN KLOSSNER, 58 FT (17.7 M) DF6577'SOUTH OF FIELD ENT, 54 FT (16.5 M) NORTH OF CSAH 5, 52 FT (15.8 M) DF6577'EAST OF CSAH 10, 7 FT (2.1 M) SOUTH OF TEL PED POST, 3.0 FT (0.9 M) DF6577'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6578 *********************************************************************** DF6578 DESIGNATION - BRIGHTON 7 DF6578 PID - DF6578 DF6578 STATE/COUNTY- MN/NICOLLET DF6578 USGS QUAD - COURTLAND (1964) DF6578 DF6578 *CURRENT SURVEY CONTROL DF6578 ___________________________________________________________________ DF6578* NAD 83(1996)- 44 21 05.28307(N) 094 22 17.48418(W) ADJUSTED DF6578* NAVD 88 - 305.5 (meters) 1002. (feet) GPS OBS DF6578 ___________________________________________________________________ DF6578 X - -348,223.882 (meters) COMP DF6578 Y - -4,555,169.188 (meters) COMP DF6578 Z - 4,436,295.010 (meters) COMP DF6578 LAPLACE CORR- -0.84 (seconds) DEFLEC99 DF6578 ELLIP HEIGHT- 277.53 (meters) (07/31/03) GPS OBS DF6578 GEOID HEIGHT- -28.00 (meters) GEOID99 DF6578 DF6578 HORZ ORDER - FIRST DF6578 ELLP ORDER - THIRD CLASS II DF6578 DF6578.The horizontal coordinates were established by GPS observations DF6578.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6578 DF6578.The orthometric height was determined by GPS observations and a DF6578.high-resolution geoid model. DF6578 DF6578.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6578 DF6578.The Laplace correction was computed from DEFLEC99 derived deflections. DF6578 DF6578.The ellipsoidal height was determined by GPS observations DF6578.and is referenced to NAD 83. DF6578 DF6578.The geoid height was determined by GEOID99. DF6578 DF6578; North East Units Scale Converg. DF6578;SPC MN S - 250,230.530 770,380.304 MT 0.99992545 -0 15 37.5 DF6578;UTM 15 - 4,911,825.440 390,690.277 MT 0.99974694 -0 57 31.9 DF6578 DF6578 SUPERSEDED SURVEY CONTROL DF6578 DF6578.No superseded survey control is available for this station. DF6578 DF6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9069011825(NAD 83) DF6578_MARKER: DD = SURVEY DISK DF6578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6578_STAMPING: BRIGHTON 7 2001 DF6578_MARK LOGO: MN-103 DF6578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6578+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6578 DF6578 HISTORY - Date Condition Report By DF6578 HISTORY - 2001 MONUMENTED MN-103 DF6578 DF6578 STATION DESCRIPTION DF6578 DF6578'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6578'THE MARK IS 2.6 MI (4.2 KM) EAST OF KLOSSNER, 2.6 MI (4.2 KM) EAST DF6578'ALONG CSAH 5 FROM JCT TH 15 AND CSAH 5 IN KLOSSNER, THENCE 0.9 MI (1.4 DF6578'KM) SOUTH ON TWP RD, 32 FT (9.8 M) EAST OF TWP RD, 20 FT (6.1 M) NORTH DF6578'OF FIELD ENT, 3.5 FT (1.1 M) EAST OF TEL RISER POST, 3.0 FT (0.9 M) SE DF6578'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ0118 *********************************************************************** PQ0118 DESIGNATION - C 126 PQ0118 PID - PQ0118 PQ0118 STATE/COUNTY- MN/NICOLLET PQ0118 USGS QUAD - LAFAYETTE (1964) PQ0118 PQ0118 *CURRENT SURVEY CONTROL PQ0118 ___________________________________________________________________ PQ0118* NAD 83(1986)- 44 25 13. (N) 094 23 55. (W) SCALED PQ0118* NAVD 88 - 305.936 (meters) 1003.73 (feet) ADJUSTED PQ0118 ___________________________________________________________________ PQ0118 GEOID HEIGHT- -27.93 (meters) GEOID99 PQ0118 DYNAMIC HT - 305.892 (meters) 1003.58 (feet) COMP PQ0118 MODELED GRAV- 980,465.3 (mgal) NAVD 88 PQ0118 PQ0118 VERT ORDER - SECOND CLASS 0 PQ0118 PQ0118.The horizontal coordinates were scaled from a topographic map and have PQ0118.an estimated accuracy of +/- 6 seconds. PQ0118 PQ0118.The orthometric height was determined by differential leveling PQ0118.and adjusted by the National Geodetic Survey in June 1991. PQ0118 PQ0118.The geoid height was determined by GEOID99. PQ0118 PQ0118.The dynamic height is computed by dividing the NAVD 88 PQ0118.geopotential number by the normal gravity value computed on the PQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0118.degrees latitude (g = 980.6199 gals.). PQ0118 PQ0118.The modeled gravity was interpolated from observed gravity values. PQ0118 PQ0118; North East Units Estimated Accuracy PQ0118;SPC MN S - 257,890. 768,260. MT (+/- 180 meters Scaled) PQ0118 PQ0118 SUPERSEDED SURVEY CONTROL PQ0118 PQ0118 NGVD 29 - 305.839 (m) 1003.41 (f) ADJ UNCH 2 0 PQ0118 PQ0118.Superseded values are not recommended for survey control. PQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0118.See file dsdata.txt to determine how the superseded data were derived. PQ0118 PQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK886195(NAD 83) PQ0118_MARKER: DB = BENCH MARK DISK PQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0118_STAMPING: C 126 1934 PQ0118_MARK LOGO: CGS PQ0118_MAGNETIC: O = OTHER; SEE DESCRIPTION PQ0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0118+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ0118 PQ0118 HISTORY - Date Condition Report By PQ0118 HISTORY - 1934 MONUMENTED CGS PQ0118 HISTORY - 1979 GOOD LOCSUR PQ0118 HISTORY - 20020711 SEE DESCRIPTION MNDT PQ0118 PQ0118 STATION DESCRIPTION PQ0118 PQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 PQ0118'1.9 MI S FROM LAFAYETTE. PQ0118'1.9 MILE SOUTH OF DEPOT AT LAFAYETTE. ALONG THE MINNEAPOLIS AND ST PQ0118'LOUIS RAILROAD AT ROAD CROSSING, 10 POLES SOUTH OF MILEPOLE NO. 89. PQ0118'SET IN POST, 50 FEET WEST OF CENTERLINE OF TRACKS, 24 FEET NORTH OF PQ0118'CENTERLINE OF ROAD AND ABOUT 3 FEET BELOW LEVEL OF TRACKS. PQ0118 PQ0118 STATION RECOVERY (1979) PQ0118 PQ0118'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 PQ0118'LOCATED ABOUT 1.9 MILES SOUTH OF THE MAIN DRAG-WANSER AVE. - C.S.A.H. PQ0118'32 IN LAFAYETTE, A STANDARD USC&GS DISK STAMPED "C 126 1934" SET IN A PQ0118'CONCRETE POST, 52 FEET WEST OF A FIELD ENTRANCE, 19 FEET NORTH OF PQ0118'C.S.A.H. 8, 16 FEET SOUTH OF A WOODEN POST, AND 11 FEET EAST OF A PQ0118'FIELD ENTERNCE, 1920 FEET WEST OF TRUNK HIGHWAY 15 MILE POINT 67.14 PQ0118'ON C.S.A.H. 8. PQ0118 PQ0118 STATION RECOVERY (2002) PQ0118 PQ0118'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ0118'SEARCHED FOR AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6579 *********************************************************************** DF6579 DESIGNATION - COURTLAND 15 DF6579 PID - DF6579 DF6579 STATE/COUNTY- MN/NICOLLET DF6579 USGS QUAD - CAMBRIA (1965) DF6579 DF6579 *CURRENT SURVEY CONTROL DF6579 ___________________________________________________________________ DF6579* NAD 83(1996)- 44 14 42.75513(N) 094 17 30.13989(W) ADJUSTED DF6579* NAVD 88 - 275.4 (meters) 904. (feet) GPS OBS DF6579 ___________________________________________________________________ DF6579 X - -342,493.304 (meters) COMP DF6579 Y - -4,563,851.553 (meters) COMP DF6579 Z - 4,427,823.001 (meters) COMP DF6579 LAPLACE CORR- -0.27 (seconds) DEFLEC99 DF6579 ELLIP HEIGHT- 247.28 (meters) (07/31/03) GPS OBS DF6579 GEOID HEIGHT- -28.15 (meters) GEOID99 DF6579 DF6579 HORZ ORDER - FIRST DF6579 ELLP ORDER - THIRD CLASS II DF6579 DF6579.The horizontal coordinates were established by GPS observations DF6579.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6579 DF6579.The orthometric height was determined by GPS observations and a DF6579.high-resolution geoid model. DF6579 DF6579.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6579 DF6579.The Laplace correction was computed from DEFLEC99 derived deflections. DF6579 DF6579.The ellipsoidal height was determined by GPS observations DF6579.and is referenced to NAD 83. DF6579 DF6579.The geoid height was determined by GEOID99. DF6579 DF6579; North East Units Scale Converg. DF6579;SPC MN S - 238,398.477 776,701.619 MT 0.99993199 -0 12 16.1 DF6579;UTM 15 - 4,899,919.555 396,865.885 MT 0.99973081 -0 54 04.8 DF6579 DF6579 SUPERSEDED SURVEY CONTROL DF6579 DF6579.No superseded survey control is available for this station. DF6579 DF6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9686699920(NAD 83) DF6579_MARKER: DD = SURVEY DISK DF6579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6579_STAMPING: COURTLAND 15 2001 DF6579_MARK LOGO: MN-103 DF6579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6579+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6579 DF6579 HISTORY - Date Condition Report By DF6579 HISTORY - 2001 MONUMENTED MN-103 DF6579 DF6579 STATION DESCRIPTION DF6579 DF6579'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6579'THE MARK IS 3 MI (4.8 KM) SE OF COURTLAND, 2.5 MI (4.0 KM) EAST ALONG DF6579'TH 14 FROM JCT OF TH 14 AND CSAH 24 IN COURTLAND, THENCE 1.4 MI (2.3 DF6579'KM) SOUTH ON CSAH 21, THENCE 200 FT (61.0 M) WEST ON TWP RD, 73 FT DF6579'(22.3 M) EAST OF MAILBOX POST, 23 FT (7.0 M) NORTH OF TWP RD, 3.5 FT DF6579'(1.1 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6580 *********************************************************************** DF6580 DESIGNATION - COURTLAND 28 DF6580 PID - DF6580 DF6580 STATE/COUNTY- MN/NICOLLET DF6580 USGS QUAD - COURTLAND (1964) DF6580 DF6580 *CURRENT SURVEY CONTROL DF6580 ___________________________________________________________________ DF6580* NAD 83(1996)- 44 18 40.20724(N) 094 19 19.08091(W) ADJUSTED DF6580* NAVD 88 - 306.5 (meters) 1006. (feet) GPS OBS DF6580 ___________________________________________________________________ DF6580 X - -344,519.758 (meters) COMP DF6580 Y - -4,558,589.760 (meters) COMP DF6580 Z - 4,433,092.355 (meters) COMP DF6580 LAPLACE CORR- -0.65 (seconds) DEFLEC99 DF6580 ELLIP HEIGHT- 278.41 (meters) (07/31/03) GPS OBS DF6580 GEOID HEIGHT- -28.07 (meters) GEOID99 DF6580 DF6580 HORZ ORDER - FIRST DF6580 ELLP ORDER - THIRD CLASS II DF6580 DF6580.The horizontal coordinates were established by GPS observations DF6580.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6580 DF6580.The orthometric height was determined by GPS observations and a DF6580.high-resolution geoid model. DF6580 DF6580.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6580 DF6580.The Laplace correction was computed from DEFLEC99 derived deflections. DF6580 DF6580.The ellipsoidal height was determined by GPS observations DF6580.and is referenced to NAD 83. DF6580 DF6580.The geoid height was determined by GEOID99. DF6580 DF6580; North East Units Scale Converg. DF6580;SPC MN S - 245,736.179 774,313.534 MT 0.99992753 -0 13 32.4 DF6580;UTM 15 - 4,907,284.336 394,567.735 MT 0.99973671 -0 55 24.8 DF6580 DF6580 SUPERSEDED SURVEY CONTROL DF6580 DF6580.No superseded survey control is available for this station. DF6580 DF6580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9456807284(NAD 83) DF6580_MARKER: DD = SURVEY DISK DF6580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6580_STAMPING: COURTLAND 28 2001 DF6580_MARK LOGO: MN-103 DF6580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6580+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6580 DF6580 HISTORY - Date Condition Report By DF6580 HISTORY - 2001 MONUMENTED MN-103 DF6580 DF6580 STATION DESCRIPTION DF6580 DF6580'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6580'THE MARK IS 3.5 MI (5.6 KM) NE OF COURTLAND, 2.7 MI (4.3 KM) NORTH DF6580'ALONG CSAH 12 FROM JCT OF TH 14 AND CSAH 12 IN COURTLAND, THENCE 1.5 DF6580'MI (2.4 KM) EAST ON CSAH 21, 83 FT (25.3 M) NE OF CSAH 21, 42 FT (12.8 DF6580'M) NW OF TWP RD, 41 FT (12.5 M) NE STOP SIGN, 24 FT (7.3 M) SW OF DF6580'FIELD ENT, 3.0 FT (0.9 M) NE OF WIT POST, FLUSH, MAGNETIC, AND DF6580'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF5868 *********************************************************************** DF5868 DESIGNATION - ENCAMP DF5868 PID - DF5868 DF5868 STATE/COUNTY- MN/NICOLLET DF5868 USGS QUAD - ST PETER (1991) DF5868 DF5868 *CURRENT SURVEY CONTROL DF5868 ___________________________________________________________________ DF5868* NAD 83(1996)- 44 20 56.52254(N) 093 57 03.77210(W) ADJUSTED DF5868* NAVD 88 - 230.4 (meters) 756. (feet) GPS OBS DF5868 ___________________________________________________________________ DF5868 X - -314,795.172 (meters) COMP DF5868 Y - -4,557,736.824 (meters) COMP DF5868 Z - 4,436,048.954 (meters) COMP DF5868 LAPLACE CORR- -2.50 (seconds) DEFLEC99 DF5868 ELLIP HEIGHT- 202.16 (meters) (05/29/03) GPS OBS DF5868 GEOID HEIGHT- -28.20 (meters) GEOID99 DF5868 DF5868 HORZ ORDER - FIRST DF5868 ELLP ORDER - THIRD CLASS I DF5868 DF5868.The horizontal coordinates were established by GPS observations DF5868.and adjusted by the MN DEPT OF TRANSP in May 2003. DF5868 DF5868.The orthometric height was determined by GPS observations and a DF5868.high-resolution geoid model. DF5868 DF5868.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5868 DF5868.The Laplace correction was computed from DEFLEC99 derived deflections. DF5868 DF5868.The ellipsoidal height was determined by GPS observations DF5868.and is referenced to NAD 83. DF5868 DF5868.The geoid height was determined by GEOID99. DF5868 DF5868; North East Units Scale Converg. DF5868;SPC MN S - 249,894.001 803,902.888 MT 0.99992556 +0 02 03.5 DF5868;UTM 15 - 4,911,080.256 424,198.923 MT 0.99967066 -0 39 53.4 DF5868 DF5868 SUPERSEDED SURVEY CONTROL DF5868 DF5868.No superseded survey control is available for this station. DF5868 DF5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2419911080(NAD 83) DF5868_MARKER: DD = SURVEY DISK DF5868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF5868_STAMPING: ENCAMP 1997 DF5868_MARK LOGO: MNDT DF5868_PROJECTION: PROJECTING 3 CENTIMETERS DF5868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF5868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF5868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5868+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF5868_ROD/PIPE-DEPTH: 4.6 meters DF5868 DF5868 HISTORY - Date Condition Report By DF5868 HISTORY - 1997 MONUMENTED MNDT DF5868 HISTORY - 20020711 GOOD MNDT DF5868 DF5868 STATION DESCRIPTION DF5868 DF5868'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH) DF5868'THE MARK IS LOCATED IN THE NORTH PART OF ST PETER, AT NE COR OF TH 22 DF5868'AND TH 169, AT TH 169 MP 68.20, 83 FT (25.3 M) EAST OF NB TH 169, 21 DF5868'FT (6.4 M) SOUTH OF ENT TO TREATY SITE HISTORY CENTER, 47.2 FT (14.4 DF5868'M) NNW OF FIRE HYD, 56.9 FT (17.3 M) ENE OF LT POLE AND 2.1 FT (0.6 M) DF5868'WEST OF WIT POST. DF5868 DF5868 STATION RECOVERY (2002) DF5868 DF5868'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DF5868'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ0673 *********************************************************************** PQ0673 DESIGNATION - GAB PQ0673 PID - PQ0673 PQ0673 STATE/COUNTY- MN/NICOLLET PQ0673 USGS QUAD - NORTH STAR (1977) PQ0673 PQ0673 *CURRENT SURVEY CONTROL PQ0673 ___________________________________________________________________ PQ0673* NAD 83(1996)- 44 18 43.18313(N) 094 00 58.51959(W) ADJUSTED PQ0673* NAVD 88 - 303.574 (meters) 995.98 (feet) ADJUSTED PQ0673 ___________________________________________________________________ PQ0673 X - -320,187.185 (meters) COMP PQ0673 Y - -4,560,296.946 (meters) COMP PQ0673 Z - 4,433,155.982 (meters) COMP PQ0673 LAPLACE CORR- -2.81 (seconds) DEFLEC99 PQ0673 ELLIP HEIGHT- 275.40 (meters) (07/31/03) GPS OBS PQ0673 GEOID HEIGHT- -28.16 (meters) GEOID99 PQ0673 DYNAMIC HT - 303.531 (meters) 995.83 (feet) COMP PQ0673 MODELED GRAV- 980,465.8 (mgal) NAVD 88 PQ0673 PQ0673 HORZ ORDER - FIRST PQ0673 VERT ORDER - SECOND CLASS I PQ0673 ELLP ORDER - THIRD CLASS II PQ0673 PQ0673.The horizontal coordinates were established by GPS observations PQ0673.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ0673 PQ0673.The orthometric height was determined by differential leveling PQ0673.and adjusted by the National Geodetic Survey in June 2000. PQ0673 PQ0673.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ0673 PQ0673.The Laplace correction was computed from DEFLEC99 derived deflections. PQ0673 PQ0673.The ellipsoidal height was determined by GPS observations PQ0673.and is referenced to NAD 83. PQ0673 PQ0673.The geoid height was determined by GEOID99. PQ0673 PQ0673.The dynamic height is computed by dividing the NAVD 88 PQ0673.geopotential number by the normal gravity value computed on the PQ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ0673.degrees latitude (g = 980.6199 gals.). PQ0673 PQ0673.The modeled gravity was interpolated from observed gravity values. PQ0673 PQ0673; North East Units Scale Converg. PQ0673;SPC MN S - 245,777.569 798,703.159 MT 0.99992748 -0 00 41.0 PQ0673;UTM 15 - 4,907,028.569 418,950.688 MT 0.99968079 -0 42 35.9 PQ0673 PQ0673: Primary Azimuth Mark Grid Az PQ0673:SPC MN S - ST PETER COLLEGE CH SPIRE 071 56 10.9 PQ0673:UTM 15 - ST PETER COLLEGE CH SPIRE 072 38 05.8 PQ0673 PQ0673|---------------------------------------------------------------------| PQ0673| PID Reference Object Distance Geod. Az | PQ0673| dddmmss.s | PQ0673| AE3586 GAB RM 1 10.258 METERS 06256 | PQ0673| PP2937 ST PETER COLLEGE CH SPIRE APPROX. 3.7 KM 0715529.9 | PQ0673| PP2935 ST PETER TV MAST APPROX. 6.8 KM 0931235.7 | PQ0673| AI3110 GAB RM 2 8.827 METERS 30029 | PQ0673|---------------------------------------------------------------------| PQ0673 PQ0673 SUPERSEDED SURVEY CONTROL PQ0673 PQ0673 NAD 83(1996)- 44 18 43.18196(N) 094 00 58.52663(W) AD( ) 2 PQ0673 NAD 83(1986)- 44 18 43.17765(N) 094 00 58.52190(W) AD( ) 2 PQ0673 NAD 27 - 44 18 43.29618(N) 094 00 57.67561(W) AD( ) 2 PQ0673 NGVD 29 - 303.4 (m) 995. (f) VERT ANG PQ0673 PQ0673.Superseded values are not recommended for survey control. PQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ0673.See file dsdata.txt to determine how the superseded data were derived. PQ0673 PQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1895107029(NAD 83) PQ0673_MARKER: DH = HORIZONTAL CONTROL DISK PQ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PQ0673_STAMPING: GAB 1978 PQ0673_MARK LOGO: MNDT PQ0673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ0673+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ0673 PQ0673 HISTORY - Date Condition Report By PQ0673 HISTORY - 1978 MONUMENTED MNDT PQ0673 HISTORY - 19900904 GOOD MNDT PQ0673 HISTORY - 20020711 GOOD MNDT PQ0673 PQ0673 STATION DESCRIPTION PQ0673 PQ0673'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH) PQ0673'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF THE TOWN OF ST PETER, PQ0673'IN THE NE 1/4 OF SECTION 25, T110N, R27W, ON THE NORTH RIGHT-OF-WAY OF PQ0673'TRUNK HIGHWAY 99 AT MILEPOINT 9.9. PQ0673' PQ0673'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK PQ0673'HIGHWAY 99 AT THE SOUTH EDGE OF ST PETER, GO WEST ON TRUNK HIGHWAY 99 PQ0673'FOR 2.45 MILES TO THE STATION ON THE RIGHT. PQ0673' PQ0673'THE STATION MARKS ARE STANDARD MNHD HORIZONTAL CONTROL MONUMENT DISKS PQ0673'STAMPED---GAB 1978---. THE SURFACE STATION DISK IS SET IN THE TOP OF PQ0673'A 10 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF PQ0673'THE GROUND. THE MARK IS 67.4 FEET NORTH OF THE CENTERLINE OF TRUNK PQ0673'HIGHWAY 99, 20.3 FEET WEST-SOUTHWEST OF POWER POLE NUMBER 41, AND 3.5 PQ0673'FEET SOUTH OF A STEEL WITNESS POST. THE UNDERGROUND STATION DISK IS PQ0673'SET IN AN IRREGULAR MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE PQ0673'GROUND. PQ0673' PQ0673'REFERENCE MARK NUMBER 1, A STANDARD MNHD REFERENCE MARK DISK PQ0673'STAMPED---GAB NO 1 1978---, IS SET IN THE TOP OF A 10 INCH ROUND PQ0673'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0673'MARK IS 82.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 99, 16.4 PQ0673'FEET NORTH-NORTHEAST OF POWER POLE NUMBER 41, AND 32.0 FEET PQ0673'EAST-NORTHEAST OF A STEEL WITNESS POST. PQ0673' PQ0673'REFERENCE MARK NUMBER 2, A STANDARD MNHD REFERENCE MARK DISK PQ0673'STAMPED---GAB NO 2 1978---, IS SET IN THE TOP OF A 10 INCH ROUND PQ0673'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE PQ0673'MARK IS 82.4 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 99, 46.9 PQ0673'FEET WEST-NORTHWEST OF POWER POLE NUMBER 41, AND 27.4 FEET NORTHWEST PQ0673'OF A STEEL WITNESS POST. PQ0673' PQ0673'A STEEL ROD SET IN THE CONCRETE MONUMENTS NEAR THE DISKS MAKE ALL OF PQ0673'THE MARKS MAGNETIC. PQ0673 PQ0673 STATION RECOVERY (1990) PQ0673 PQ0673'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS) PQ0673'THE MARK IS ABOUT 2 1/2 MILES WEST OF ST PETER IN THE NE 1/4 SECTION PQ0673'25, T110N, R27W. TO REACH THE MARK FROM THE JCT OF TH 99 AND TH 169 PQ0673'ON THE SOUTH EDGE OF ST PETER, GO WEST 2.4 MILES (3.9 KM) ON TH 99, MP PQ0673'9.9. THE MARK IS 67.4 FT (20.5 M) NORTH OF THE CENTER OF TH 99, 20.3 PQ0673'FT (6.2 M) WSW OF POWER POLE 41, 3.5 FT (1.1 M) SOUTH OF A STEEL PQ0673'WITNESS POST, AND IS ABOUT 2 FT (0.6 M) LOWER THAN TH 99. PQ0673 PQ0673 STATION RECOVERY (2002) PQ0673 PQ0673'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ0673'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6582 *********************************************************************** DF6582 DESIGNATION - GRANBY 25 DF6582 PID - DF6582 DF6582 STATE/COUNTY- MN/NICOLLET DF6582 USGS QUAD - NICOLLET (1965) DF6582 DF6582 *CURRENT SURVEY CONTROL DF6582 ___________________________________________________________________ DF6582* NAD 83(1996)- 44 18 43.15871(N) 094 08 11.75662(W) ADJUSTED DF6582* NAVD 88 - 304.7 (meters) 1000. (feet) GPS OBS DF6582 ___________________________________________________________________ DF6582 X - -329,764.986 (meters) COMP DF6582 Y - -4,559,615.764 (meters) COMP DF6582 Z - 4,433,156.295 (meters) COMP DF6582 LAPLACE CORR- -0.61 (seconds) DEFLEC99 DF6582 ELLIP HEIGHT- 276.62 (meters) (07/31/03) GPS OBS DF6582 GEOID HEIGHT- -28.08 (meters) GEOID99 DF6582 DF6582 HORZ ORDER - FIRST DF6582 ELLP ORDER - THIRD CLASS II DF6582 DF6582.The horizontal coordinates were established by GPS observations DF6582.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6582 DF6582.The orthometric height was determined by GPS observations and a DF6582.high-resolution geoid model. DF6582 DF6582.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6582 DF6582.The Laplace correction was computed from DEFLEC99 derived deflections. DF6582 DF6582.The ellipsoidal height was determined by GPS observations DF6582.and is referenced to NAD 83. DF6582 DF6582.The geoid height was determined by GEOID99. DF6582 DF6582; North East Units Scale Converg. DF6582;SPC MN S - 245,785.792 789,102.279 MT 0.99992748 -0 05 44.7 DF6582;UTM 15 - 4,907,153.792 409,352.896 MT 0.99970105 -0 47 38.6 DF6582 DF6582 SUPERSEDED SURVEY CONTROL DF6582 DF6582.No superseded survey control is available for this station. DF6582 DF6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0935307154(NAD 83) DF6582_MARKER: DD = SURVEY DISK DF6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6582_STAMPING: GRANBY 25 2001 DF6582_MARK LOGO: MN-103 DF6582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6582+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6582 DF6582 HISTORY - Date Condition Report By DF6582 HISTORY - 2001 MONUMENTED MN-103 DF6582 DF6582 STATION DESCRIPTION DF6582 DF6582'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6582'THE MARK IS 10 MI (16.1 KM) NW OF NORTH MANKATO, 10.3 MI (16.6 KM) DF6582'NORTH ALONG CSAH 13 FROM JCT OF TH 14 AND CSAH 13 IN NORTH MANKATO, DF6582'THENCE 1.4 MI (2.3 KM) WEST ON TWP RD 84, 31 FT (9.4 M) SOUTH OF TWP DF6582'RD 84, 19 FT (5.8 M) WEST OF FIELD ENT, 6 FT (1.8 M) WEST OF P-POLE, DF6582'5.5 FT (1.7 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR DF6582'GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6583 *********************************************************************** DF6583 DESIGNATION - LAFAYETTE 28 DF6583 PID - DF6583 DF6583 STATE/COUNTY- MN/NICOLLET DF6583 USGS QUAD - LAFAYETTE (1964) DF6583 DF6583 *CURRENT SURVEY CONTROL DF6583 ___________________________________________________________________ DF6583* NAD 83(1996)- 44 23 42.46411(N) 094 26 13.52520(W) ADJUSTED DF6583* NAVD 88 - 305.2 (meters) 1001. (feet) GPS OBS DF6583 ___________________________________________________________________ DF6583 X - -353,173.888 (meters) COMP DF6583 Y - -4,551,384.675 (meters) COMP DF6583 Z - 4,439,762.942 (meters) COMP DF6583 LAPLACE CORR- -0.84 (seconds) DEFLEC99 DF6583 ELLIP HEIGHT- 277.30 (meters) (07/31/03) GPS OBS DF6583 GEOID HEIGHT- -27.94 (meters) GEOID99 DF6583 DF6583 HORZ ORDER - FIRST DF6583 ELLP ORDER - THIRD CLASS II DF6583 DF6583.The horizontal coordinates were established by GPS observations DF6583.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6583 DF6583.The orthometric height was determined by GPS observations and a DF6583.high-resolution geoid model. DF6583 DF6583.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6583 DF6583.The Laplace correction was computed from DEFLEC99 derived deflections. DF6583 DF6583.The ellipsoidal height was determined by GPS observations DF6583.and is referenced to NAD 83. DF6583 DF6583.The geoid height was determined by GEOID99. DF6583 DF6583; North East Units Scale Converg. DF6583;SPC MN S - 255,107.583 765,178.966 MT 0.99992376 -0 18 22.9 DF6583;UTM 15 - 4,916,764.723 385,549.683 MT 0.99976109 -1 00 19.8 DF6583 DF6583 SUPERSEDED SURVEY CONTROL DF6583 DF6583.No superseded survey control is available for this station. DF6583 DF6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8555016765(NAD 83) DF6583_MARKER: DD = SURVEY DISK DF6583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6583_STAMPING: LAFAYETTE 28 2001 DF6583_MARK LOGO: MN-103 DF6583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6583+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6583 DF6583 HISTORY - Date Condition Report By DF6583 HISTORY - 2001 MONUMENTED MN-103 DF6583 DF6583 STATION DESCRIPTION DF6583 DF6583'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6583'4.0 MI (6.4 KM) SW OF LAFAYETTE, 3.5 MI (5.6 KM) SOUTH ALONG TH 15 DF6583'FROM JCT OF TH 15 AND CSAH 1IN LAFAYETTE, THEN 1.4 MI (2.3 KM) WEST ON DF6583'TWP RD, 28 FT (8.5 M) SOUTH OF TWP RD, 19 FT (5.8 M) SE OFGUY WIRE, 17 DF6583'FT (5.2 M) EAST OF P-POLE WITH GUY WIRES, 15 FT (4.6 M) WEST OF FIELD DF6583'ENT, 4 FT (1.2 M) NWOF GUY WIRE, 4.0 FT (1.2 M) NORTH OF WIT POST, F DF6583'LUSH, MAGNETIC, SUITABLE FOR GPS.. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6584 *********************************************************************** DF6584 DESIGNATION - LAFAYETTE 3 DF6584 PID - DF6584 DF6584 STATE/COUNTY- MN/NICOLLET DF6584 USGS QUAD - LAFAYETTE (1964) DF6584 DF6584 *CURRENT SURVEY CONTROL DF6584 ___________________________________________________________________ DF6584* NAD 83(1996)- 44 26 48.63472(N) 094 25 54.55573(W) ADJUSTED DF6584* NAVD 88 - 314.8 (meters) 1033. (feet) GPS OBS DF6584 ___________________________________________________________________ DF6584 X - -352,445.029 (meters) COMP DF6584 Y - -4,547,413.715 (meters) COMP DF6584 Z - 4,443,874.087 (meters) COMP DF6584 LAPLACE CORR- -1.00 (seconds) DEFLEC99 DF6584 ELLIP HEIGHT- 286.91 (meters) (07/31/03) GPS OBS DF6584 GEOID HEIGHT- -27.90 (meters) GEOID99 DF6584 DF6584 HORZ ORDER - FIRST DF6584 ELLP ORDER - THIRD CLASS II DF6584 DF6584.The horizontal coordinates were established by GPS observations DF6584.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6584 DF6584.The orthometric height was determined by GPS observations and a DF6584.high-resolution geoid model. DF6584 DF6584.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6584 DF6584.The Laplace correction was computed from DEFLEC99 derived deflections. DF6584 DF6584.The ellipsoidal height was determined by GPS observations DF6584.and is referenced to NAD 83. DF6584 DF6584.The geoid height was determined by GEOID99. DF6584 DF6584; North East Units Scale Converg. DF6584;SPC MN S - 260,851.320 765,629.098 MT 0.99992249 -0 18 09.6 DF6584;UTM 15 - 4,922,501.602 386,069.827 MT 0.99975963 -1 00 09.9 DF6584 DF6584 SUPERSEDED SURVEY CONTROL DF6584 DF6584.No superseded survey control is available for this station. DF6584 DF6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8607022502(NAD 83) DF6584_MARKER: DD = SURVEY DISK DF6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6584_STAMPING: LAFAYETTE 3 2001 DF6584_MARK LOGO: MN-103 DF6584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6584+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6584 DF6584 HISTORY - Date Condition Report By DF6584 HISTORY - 2001 MONUMENTED MN-103 DF6584 DF6584 STATION DESCRIPTION DF6584 DF6584'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6584'THE MARK IS 2.3 MI (3.7 KM) NW OF LAFAYETTE, 2.1 MI (3.4 KM) WEST DF6584'ALONG CSAH 1 FROM JCT OF TH 15 AND CSAH 1 IN LAFAYETTE, THENCE 0.4 MI DF6584'(0.6 KM) NORTH ON TWP RD, 33 FT (10.1 M) EAST OF TWP RD, 16 FT (4.9 M) DF6584'NORTH OF FIELD ENT, 6.0 FT (1.8 M) WEST OF WIT POST, FLUSH, MAGNETIC, DF6584'AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6585 *********************************************************************** DF6585 DESIGNATION - LAFAYETTE 7 DF6585 PID - DF6585 DF6585 STATE/COUNTY- MN/NICOLLET DF6585 USGS QUAD - LAFAYETTE (1964) DF6585 DF6585 *CURRENT SURVEY CONTROL DF6585 ___________________________________________________________________ DF6585* NAD 83(1996)- 44 26 28.86612(N) 094 29 20.34307(W) ADJUSTED DF6585* NAVD 88 - 312.4 (meters) 1025. (feet) GPS OBS DF6585 ___________________________________________________________________ DF6585 X - -357,015.046 (meters) COMP DF6585 Y - -4,547,484.062 (meters) COMP DF6585 Z - 4,443,436.720 (meters) COMP DF6585 LAPLACE CORR- -0.74 (seconds) DEFLEC99 DF6585 ELLIP HEIGHT- 284.47 (meters) (07/31/03) GPS OBS DF6585 GEOID HEIGHT- -27.88 (meters) GEOID99 DF6585 DF6585 HORZ ORDER - FIRST DF6585 ELLP ORDER - THIRD CLASS II DF6585 DF6585.The horizontal coordinates were established by GPS observations DF6585.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6585 DF6585.The orthometric height was determined by GPS observations and a DF6585.high-resolution geoid model. DF6585 DF6585.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6585 DF6585.The Laplace correction was computed from DEFLEC99 derived deflections. DF6585 DF6585.The ellipsoidal height was determined by GPS observations DF6585.and is referenced to NAD 83. DF6585 DF6585.The geoid height was determined by GEOID99. DF6585 DF6585; North East Units Scale Converg. DF6585;SPC MN S - 260,266.809 761,075.584 MT 0.99992259 -0 20 33.9 DF6585;UTM 15 - 4,921,972.847 381,510.226 MT 0.99977266 -1 02 33.6 DF6585 DF6585 SUPERSEDED SURVEY CONTROL DF6585 DF6585.No superseded survey control is available for this station. DF6585 DF6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8151021973(NAD 83) DF6585_MARKER: DD = SURVEY DISK DF6585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6585_STAMPING: LAFAYETTE 7 2001 DF6585_MARK LOGO: MN-103 DF6585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6585+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6585 DF6585 HISTORY - Date Condition Report By DF6585 HISTORY - 2001 MONUMENTED MN-103 DF6585 DF6585 STATION DESCRIPTION DF6585 DF6585'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6585'THE MARK IS 4.9 MI (7.9 KM) WEST OF LAFAYETTE, 4.9 MI (7.9 KM) WEST DF6585'ALONG CSAH 1 FROM JCT OF TH 15 AND CSAH 1 IN LAFAYETTE, 0.3 MI (0.5 DF6585'KM) WEST OF CO RD 57 AND CSAH 1 JCT, 54 FT (16.5 M) SOUTH OF CSAH 1, DF6585'28 FT (8.5 M) EAST OF FIELD ENT, 5 FT (1.5 M) SW OF P-POLE, 4.0 FT DF6585'(1.2 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6586 *********************************************************************** DF6586 DESIGNATION - LAKE PRAIRIE 24 DF6586 PID - DF6586 DF6586 STATE/COUNTY- MN/NICOLLET DF6586 USGS QUAD - NORSELAND (1965) DF6586 DF6586 *CURRENT SURVEY CONTROL DF6586 ___________________________________________________________________ DF6586* NAD 83(1996)- 44 23 55.65492(N) 094 00 43.34718(W) ADJUSTED DF6586* NAVD 88 - 291.3 (meters) 956. (feet) GPS OBS DF6586 ___________________________________________________________________ DF6586 X - -319,379.340 (meters) COMP DF6586 Y - -4,553,585.214 (meters) COMP DF6586 Z - 4,440,044.007 (meters) COMP DF6586 LAPLACE CORR- -1.47 (seconds) DEFLEC99 DF6586 ELLIP HEIGHT- 263.20 (meters) (07/31/03) GPS OBS DF6586 GEOID HEIGHT- -28.11 (meters) GEOID99 DF6586 DF6586 HORZ ORDER - FIRST DF6586 ELLP ORDER - THIRD CLASS II DF6586 DF6586.The horizontal coordinates were established by GPS observations DF6586.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6586 DF6586.The orthometric height was determined by GPS observations and a DF6586.high-resolution geoid model. DF6586 DF6586.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6586 DF6586.The Laplace correction was computed from DEFLEC99 derived deflections. DF6586 DF6586.The ellipsoidal height was determined by GPS observations DF6586.and is referenced to NAD 83. DF6586 DF6586.The geoid height was determined by GEOID99. DF6586 DF6586; North East Units Scale Converg. DF6586;SPC MN S - 255,421.683 799,040.812 MT 0.99992364 -0 00 30.4 DF6586;UTM 15 - 4,916,665.482 419,405.879 MT 0.99967988 -0 42 29.2 DF6586 DF6586 SUPERSEDED SURVEY CONTROL DF6586 DF6586.No superseded survey control is available for this station. DF6586 DF6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1940616665(NAD 83) DF6586_MARKER: DD = SURVEY DISK DF6586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6586_STAMPING: LAKE PRAIRIE 24 2001 DF6586_MARK LOGO: MN-103 DF6586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6586+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6586 DF6586 HISTORY - Date Condition Report By DF6586 HISTORY - 2001 MONUMENTED MN-103 DF6586 DF6586 STATION DESCRIPTION DF6586 DF6586'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6586'THE MARK IS 4.5 MI (7.2 KM) NW OF ST PETER, 4.2 MI (6.8 KM) NORTH DF6586'ALONG CSAH 20 FROM JCT OF TH 22 AND CSAH 20 IN ST PETER, THENCE 0.4 MI DF6586'(0.6 KM) WEST ON TWP RD, 32 FT (9.8 M) NORTH OF TWP RD, 24 FT (7.3 M) DF6586'EAST OF FIELF ENT, 3.5 FT (1.1 M) NW OF P-POLE, 3.0 FT (0.9 M) ESE OF DF6586'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6587 *********************************************************************** DF6587 DESIGNATION - LAKE PRAIRIE 28 DF6587 PID - DF6587 DF6587 STATE/COUNTY- MN/NICOLLET DF6587 USGS QUAD - NORSELAND (1965) DF6587 DF6587 *CURRENT SURVEY CONTROL DF6587 ___________________________________________________________________ DF6587* NAD 83(1996)- 44 23 55.75876(N) 094 04 50.18995(W) ADJUSTED DF6587* NAVD 88 - 304.1 (meters) 998. (feet) GPS OBS DF6587 ___________________________________________________________________ DF6587 X - -324,829.003 (meters) COMP DF6587 Y - -4,553,206.643 (meters) COMP DF6587 Z - 4,440,055.267 (meters) COMP DF6587 LAPLACE CORR- -1.30 (seconds) DEFLEC99 DF6587 ELLIP HEIGHT- 276.02 (meters) (07/31/03) GPS OBS DF6587 GEOID HEIGHT- -28.07 (meters) GEOID99 DF6587 DF6587 HORZ ORDER - FIRST DF6587 ELLP ORDER - THIRD CLASS II DF6587 DF6587.The horizontal coordinates were established by GPS observations DF6587.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6587 DF6587.The orthometric height was determined by GPS observations and a DF6587.high-resolution geoid model. DF6587 DF6587.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6587 DF6587.The Laplace correction was computed from DEFLEC99 derived deflections. DF6587 DF6587.The ellipsoidal height was determined by GPS observations DF6587.and is referenced to NAD 83. DF6587 DF6587.The geoid height was determined by GEOID99. DF6587 DF6587; North East Units Scale Converg. DF6587;SPC MN S - 255,427.983 793,578.670 MT 0.99992364 -0 03 23.4 DF6587;UTM 15 - 4,916,738.460 413,945.523 MT 0.99969107 -0 45 21.9 DF6587 DF6587 SUPERSEDED SURVEY CONTROL DF6587 DF6587.No superseded survey control is available for this station. DF6587 DF6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1394616738(NAD 83) DF6587_MARKER: DD = SURVEY DISK DF6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6587_STAMPING: LAKE PRAIRIE 28 2001 DF6587_MARK LOGO: MN-103 DF6587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6587+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6587 DF6587 HISTORY - Date Condition Report By DF6587 HISTORY - 2001 MONUMENTED MN-103 DF6587 DF6587 STATION DESCRIPTION DF6587 DF6587'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6587'THE MARK IS 6.75 MI (10.86 KM) NW OF ST PETER, 6.5 MI (10.5 KM) NORTH DF6587'ALONG TH 22 FROM JCT OF TH 22 AND CSAH 15 IN ST PETER, THENCE 0.25 MI DF6587'(0.40 KM) NORTH ON CO RD 63, 27 FT (8.2 M) WEST OF CO RD 63, 9 FT (2.7 DF6587'M) EAST OF PROPERTY LINE MARKER, 7.5 FT (2.3 M) EAST OF WIT POST, DF6587'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6588 *********************************************************************** DF6588 DESIGNATION - LAKE PRAIRIE 7 DF6588 PID - DF6588 DF6588 STATE/COUNTY- MN/NICOLLET DF6588 USGS QUAD - NORSELAND (1965) DF6588 DF6588 *CURRENT SURVEY CONTROL DF6588 ___________________________________________________________________ DF6588* NAD 83(1996)- 44 26 31.17034(N) 094 00 00.62733(W) ADJUSTED DF6588* NAVD 88 - 292.5 (meters) 960. (feet) GPS OBS DF6588 ___________________________________________________________________ DF6588 X - -318,201.908 (meters) COMP DF6588 Y - -4,550,300.412 (meters) COMP DF6588 Z - 4,443,473.484 (meters) COMP DF6588 LAPLACE CORR- -0.94 (seconds) DEFLEC99 DF6588 ELLIP HEIGHT- 264.45 (meters) (07/31/03) GPS OBS DF6588 GEOID HEIGHT- -28.08 (meters) GEOID99 DF6588 DF6588 HORZ ORDER - FIRST DF6588 ELLP ORDER - THIRD CLASS II DF6588 DF6588.The horizontal coordinates were established by GPS observations DF6588.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6588 DF6588.The orthometric height was determined by GPS observations and a DF6588.high-resolution geoid model. DF6588 DF6588.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6588 DF6588.The Laplace correction was computed from DEFLEC99 derived deflections. DF6588 DF6588.The ellipsoidal height was determined by GPS observations DF6588.and is referenced to NAD 83. DF6588 DF6588.The geoid height was determined by GEOID99. DF6588 DF6588; North East Units Scale Converg. DF6588;SPC MN S - 260,221.505 799,986.129 MT 0.99992258 -0 00 00.4 DF6588;UTM 15 - 4,921,452.229 420,409.515 MT 0.99967790 -0 42 01.2 DF6588 DF6588 SUPERSEDED SURVEY CONTROL DF6588 DF6588.No superseded survey control is available for this station. DF6588 DF6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2041021452(NAD 83) DF6588_MARKER: DD = SURVEY DISK DF6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6588_STAMPING: LAKE PRAIRIE 7 2001 DF6588_MARK LOGO: MN-103 DF6588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6588+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6588 DF6588 HISTORY - Date Condition Report By DF6588 HISTORY - 2001 MONUMENTED MN-103 DF6588 DF6588 STATION DESCRIPTION DF6588 DF6588'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6588'THE MARK IS 7.2 MI (11.6 KM) NORTH OF ST PETER, 7.2 MI (11.6 KM) NORTH DF6588'ALONG CSAH 20 FROM JCT OF TH 22 AND CSAH 20 IN ST PETER, 38 FT (11.6 DF6588'M) EAST OF CSAH 20, 18 FT (5.5 M) SOUTH OF PRIVATE DRIVEWAY, 12 FT DF6588'(3.7 M) WNW OF TEL PEDESTAL, 11 WSW OF CUT OFF P-POLE, 7.0 FT (2.1 M) DF6588'WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6589 *********************************************************************** DF6589 DESIGNATION - LAKE PRAIRIE 9 DF6589 PID - DF6589 DF6589 STATE/COUNTY- MN/NICOLLET DF6589 USGS QUAD - NORSELAND (1965) DF6589 DF6589 *CURRENT SURVEY CONTROL DF6589 ___________________________________________________________________ DF6589* NAD 83(1996)- 44 26 31.84700(N) 094 04 46.63256(W) ADJUSTED DF6589* NAVD 88 - 292.2 (meters) 959. (feet) GPS OBS DF6589 ___________________________________________________________________ DF6589 X - -324,509.955 (meters) COMP DF6589 Y - -4,549,839.999 (meters) COMP DF6589 Z - 4,443,488.166 (meters) COMP DF6589 LAPLACE CORR- -1.10 (seconds) DEFLEC99 DF6589 ELLIP HEIGHT- 264.12 (meters) (07/31/03) GPS OBS DF6589 GEOID HEIGHT- -28.05 (meters) GEOID99 DF6589 DF6589 HORZ ORDER - FIRST DF6589 ELLP ORDER - THIRD CLASS II DF6589 DF6589.The horizontal coordinates were established by GPS observations DF6589.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6589 DF6589.The orthometric height was determined by GPS observations and a DF6589.high-resolution geoid model. DF6589 DF6589.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6589 DF6589.The Laplace correction was computed from DEFLEC99 derived deflections. DF6589 DF6589.The ellipsoidal height was determined by GPS observations DF6589.and is referenced to NAD 83. DF6589 DF6589.The geoid height was determined by GEOID99. DF6589 DF6589; North East Units Scale Converg. DF6589;SPC MN S - 260,245.476 793,662.081 MT 0.99992257 -0 03 20.9 DF6589;UTM 15 - 4,921,553.457 414,087.740 MT 0.99969077 -0 45 21.5 DF6589 DF6589 SUPERSEDED SURVEY CONTROL DF6589 DF6589.No superseded survey control is available for this station. DF6589 DF6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1408821553(NAD 83) DF6589_MARKER: DD = SURVEY DISK DF6589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6589_STAMPING: LAKE PRAIRIE 9 2001 DF6589_MARK LOGO: MN-103 DF6589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6589+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6589 DF6589 HISTORY - Date Condition Report By DF6589 HISTORY - 2001 MONUMENTED MN-103 DF6589 DF6589 STATION DESCRIPTION DF6589 DF6589'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6589'THE MARK IS 2.8 MI (4.5 KM) NE OF NORSELAND, 1.9 MI (3.1 KM) NORTH DF6589'ALONG CSAH 3 FROM JCT OF TH 22 AND CSAH 3 IN NORSELAND, THENCE 2 MI DF6589'(3.2 KM) EAST ON CSAH 18, THENCE 0.5 MI (0.8 KM) NORTH ON TWP RD, 30 DF6589'FT (9.1 M) EAST OF TWP RD, 79 FT (24.1 M) SE OF P-POLE, 28 FT (8.5 M) DF6589'SOUTH OF FIELD ENT, 3.5 FT (1.1 M) WEST OF WIT POST, FLUSH, MAGNETIC, DF6589'AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6590 *********************************************************************** DF6590 DESIGNATION - MUD RM 3 DF6590 PID - DF6590 DF6590 STATE/COUNTY- MN/NICOLLET DF6590 USGS QUAD - NICOLLET (1965) DF6590 DF6590 *CURRENT SURVEY CONTROL DF6590 ___________________________________________________________________ DF6590* NAD 83(1996)- 44 16 03.27301(N) 094 07 40.96924(W) ADJUSTED DF6590* NAVD 88 - 305.6 (meters) 1003. (feet) GPS OBS DF6590 ___________________________________________________________________ DF6590 X - -329,332.530 (meters) COMP DF6590 Y - -4,563,102.825 (meters) COMP DF6590 Z - 4,429,624.137 (meters) COMP DF6590 LAPLACE CORR- -0.41 (seconds) DEFLEC99 DF6590 ELLIP HEIGHT- 277.46 (meters) (07/31/03) GPS OBS DF6590 GEOID HEIGHT- -28.11 (meters) GEOID99 DF6590 DF6590 HORZ ORDER - FIRST DF6590 ELLP ORDER - THIRD CLASS II DF6590 DF6590.The horizontal coordinates were established by GPS observations DF6590.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6590 DF6590.The orthometric height was determined by GPS observations and a DF6590.high-resolution geoid model. DF6590 DF6590.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6590 DF6590.The Laplace correction was computed from DEFLEC99 derived deflections. DF6590 DF6590.The ellipsoidal height was determined by GPS observations DF6590.and is referenced to NAD 83. DF6590 DF6590.The geoid height was determined by GEOID99. DF6590 DF6590; North East Units Scale Converg. DF6590;SPC MN S - 240,849.999 789,776.822 MT 0.99993033 -0 05 23.1 DF6590;UTM 15 - 4,902,211.278 409,967.120 MT 0.99969969 -0 47 14.8 DF6590 DF6590 SUPERSEDED SURVEY CONTROL DF6590 DF6590.No superseded survey control is available for this station. DF6590 DF6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0996702211(NAD 83) DF6590_MARKER: DR = REFERENCE MARK DISK DF6590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6590_STAMPING: MUD NO 3 1987 DF6590_MARK LOGO: MNDT DF6590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6590+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6590 DF6590 HISTORY - Date Condition Report By DF6590 HISTORY - 1987 MONUMENTED MNDT DF6590 HISTORY - 20020711 GOOD MNDT DF6590 DF6590 STATION DESCRIPTION DF6590 DF6590'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6590'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3 MI (4.8 KM) DF6590'EAST OF NICOLLET, 3.05 MI (4.91 KM) EAST ON TH 99 FROM JCT OF TH 99 DF6590'AND TH 111, THENCE 1 MI (1.6 KM) SOUTH ON GRAVEL RD, 0.9 MILE (1.4 KM) DF6590'WEST OF CO RD 17, 0.1 MI (0.2 KM) EAST OF GRAVEL RD INTERSECTION, 18 DF6590'FT (5.5 M) SOUTH OF GRAVEL RD, 19 FT (5.8 M) N W OF FIELD ENT, 85 FT DF6590'(25.9 M) SE OF GRAVEL DRIVEWAY EXTENDED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6591 *********************************************************************** DF6591 DESIGNATION - NEW SWEDEN 25 DF6591 PID - DF6591 DF6591 STATE/COUNTY- MN/NICOLLET DF6591 USGS QUAD - NEW SWEDEN (1965) DF6591 DF6591 *CURRENT SURVEY CONTROL DF6591 ___________________________________________________________________ DF6591* NAD 83(1996)- 44 23 56.09122(N) 094 07 47.89944(W) ADJUSTED DF6591* NAVD 88 - 303.3 (meters) 995. (feet) GPS OBS DF6591 ___________________________________________________________________ DF6591 X - -328,751.188 (meters) COMP DF6591 Y - -4,552,917.412 (meters) COMP DF6591 Z - 4,440,062.088 (meters) COMP DF6591 LAPLACE CORR- -1.31 (seconds) DEFLEC99 DF6591 ELLIP HEIGHT- 275.29 (meters) (07/31/03) GPS OBS DF6591 GEOID HEIGHT- -28.05 (meters) GEOID99 DF6591 DF6591 HORZ ORDER - FIRST DF6591 ELLP ORDER - THIRD CLASS II DF6591 DF6591.The horizontal coordinates were established by GPS observations DF6591.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6591 DF6591.The orthometric height was determined by GPS observations and a DF6591.high-resolution geoid model. DF6591 DF6591.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6591 DF6591.The Laplace correction was computed from DEFLEC99 derived deflections. DF6591 DF6591.The ellipsoidal height was determined by GPS observations DF6591.and is referenced to NAD 83. DF6591 DF6591.The geoid height was determined by GEOID99. DF6591 DF6591; North East Units Scale Converg. DF6591;SPC MN S - 255,443.309 789,646.330 MT 0.99992364 -0 05 28.0 DF6591;UTM 15 - 4,916,801.783 410,014.560 MT 0.99969958 -0 47 26.3 DF6591 DF6591 SUPERSEDED SURVEY CONTROL DF6591 DF6591.No superseded survey control is available for this station. DF6591 DF6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1001516802(NAD 83) DF6591_MARKER: DD = SURVEY DISK DF6591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6591_STAMPING: NEW SWEDEN 25 2001 DF6591_MARK LOGO: MN-103 DF6591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6591+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6591 DF6591 HISTORY - Date Condition Report By DF6591 HISTORY - 2001 MONUMENTED MN-103 DF6591 DF6591 STATION DESCRIPTION DF6591 DF6591'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6591'THE MARK IS 1 MI (1.6 KM) SOUTH OF NORSELAND, 1 MI (1.6 KM) SOUTH DF6591'ALONG CSAH 3 FROM JCT OF TH 22 AND CSAH 3 IN NORSELAND, 78 FT (23.8 M) DF6591'SOUTH OF CO RD 61, 49 FT (14.9 M) WEST OF CSAH 3, 47 FT (14.3 M) SOUTH DF6591'OF STOP SIGN, 5.5 FT (1.7 M) NW OF P-POLE, 5.0 FT (1.5 M) WEST OF WIT DF6591'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6592 *********************************************************************** DF6592 DESIGNATION - NICOLLET 1 DF6592 PID - DF6592 DF6592 STATE/COUNTY- MN/NICOLLET DF6592 USGS QUAD - JUDSON (1974) DF6592 DF6592 *CURRENT SURVEY CONTROL DF6592 ___________________________________________________________________ DF6592* NAD 83(1996)- 44 11 47.04485(N) 094 08 37.77179(W) ADJUSTED DF6592* NAVD 88 - 250.8 (meters) 823. (feet) GPS OBS DF6592 ___________________________________________________________________ DF6592 X - -330,984.963 (meters) COMP DF6592 Y - -4,568,475.445 (meters) COMP DF6592 Z - 4,423,918.986 (meters) COMP DF6592 LAPLACE CORR- 0.72 (seconds) DEFLEC99 DF6592 ELLIP HEIGHT- 222.71 (meters) (07/31/03) GPS OBS DF6592 GEOID HEIGHT- -28.14 (meters) GEOID99 DF6592 DF6592 HORZ ORDER - FIRST DF6592 ELLP ORDER - THIRD CLASS II DF6592 DF6592.The horizontal coordinates were established by GPS observations DF6592.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6592 DF6592.The orthometric height was determined by GPS observations and a DF6592.high-resolution geoid model. DF6592 DF6592.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6592 DF6592.The Laplace correction was computed from DEFLEC99 derived deflections. DF6592 DF6592.The ellipsoidal height was determined by GPS observations DF6592.and is referenced to NAD 83. DF6592 DF6592.The geoid height was determined by GEOID99. DF6592 DF6592; North East Units Scale Converg. DF6592;SPC MN S - 232,943.956 788,503.166 MT 0.99993614 -0 06 02.9 DF6592;UTM 15 - 4,894,323.147 408,597.680 MT 0.99970275 -0 47 50.8 DF6592 DF6592 SUPERSEDED SURVEY CONTROL DF6592 DF6592.No superseded survey control is available for this station. DF6592 DF6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0859894323(NAD 83) DF6592_MARKER: DD = SURVEY DISK DF6592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6592_STAMPING: NICOLLET 1 2001 DF6592_MARK LOGO: MN-103 DF6592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6592+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6592 DF6592 HISTORY - Date Condition Report By DF6592 HISTORY - 2001 MONUMENTED MN-103 DF6592 DF6592 STATION DESCRIPTION DF6592 DF6592'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6592'THE MARK IS 5.75 MI (9.25 KM) SE OF NICOLLET, 4.9 MI (7.9 KM) SOUTH DF6592'ALONG CSAH 23 FROM JCT OF TH 14 AND CSAH 23 IN NICOLLET, THENCE 2.5 MI DF6592'(4.0 KM) EAST ON CSAH 41, 52 FT (15.8 M) NORTH OF CSAH 41, 34 FT (10.4 DF6592'M) SE OF FENCE COR POST, 18 FT (5.5 M) EAST OF DRIVEWAY, 3.5 FT (1.1 DF6592'M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6593 *********************************************************************** DF6593 DESIGNATION - NICOLLET 22 DF6593 PID - DF6593 DF6593 STATE/COUNTY- MN/NICOLLET DF6593 USGS QUAD - JUDSON (1974) DF6593 DF6593 *CURRENT SURVEY CONTROL DF6593 ___________________________________________________________________ DF6593* NAD 83(1996)- 44 13 42.81256(N) 094 11 09.50137(W) ADJUSTED DF6593* NAVD 88 - 302.9 (meters) 994. (feet) GPS OBS DF6593 ___________________________________________________________________ DF6593 X - -334,166.305 (meters) COMP DF6593 Y - -4,565,782.769 (meters) COMP DF6593 Z - 4,426,516.517 (meters) COMP DF6593 LAPLACE CORR- 0.88 (seconds) DEFLEC99 DF6593 ELLIP HEIGHT- 274.73 (meters) (07/31/03) GPS OBS DF6593 GEOID HEIGHT- -28.15 (meters) GEOID99 DF6593 DF6593 HORZ ORDER - FIRST DF6593 ELLP ORDER - THIRD CLASS II DF6593 DF6593.The horizontal coordinates were established by GPS observations DF6593.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6593 DF6593.The orthometric height was determined by GPS observations and a DF6593.high-resolution geoid model. DF6593 DF6593.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6593 DF6593.The Laplace correction was computed from DEFLEC99 derived deflections. DF6593 DF6593.The ellipsoidal height was determined by GPS observations DF6593.and is referenced to NAD 83. DF6593 DF6593.The geoid height was determined by GEOID99. DF6593 DF6593; North East Units Scale Converg. DF6593;SPC MN S - 236,523.757 785,142.229 MT 0.99993333 -0 07 49.3 DF6593;UTM 15 - 4,897,942.729 405,281.282 MT 0.99971034 -0 49 38.3 DF6593 DF6593 SUPERSEDED SURVEY CONTROL DF6593 DF6593.No superseded survey control is available for this station. DF6593 DF6593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0528197943(NAD 83) DF6593_MARKER: DD = SURVEY DISK DF6593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6593_STAMPING: NICOLLET 22 2001 DF6593_MARK LOGO: MN-103 DF6593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6593+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6593 DF6593 HISTORY - Date Condition Report By DF6593 HISTORY - 2001 MONUMENTED MN-103 DF6593 DF6593 STATION DESCRIPTION DF6593 DF6593'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6593'THE MARK IS 3 MI (4.8 KM) SOUTH OF NICOLLET, 3 MI (4.8 KM) SOUTH ALONG DF6593'CSAH 23 FROM JCT OF TH 14 AND CSAH 23 IN NICOLLET, THENCE 0.2 MI (0.3 DF6593'KM) EAST ON CSAH 25, 54 FT (16.5 M) SOUTH OF CSAH 25, 17 FT (5.2 M) DF6593'EAST OF FIELD ENT, 4.0 FT (1.2 M) WEST OF WIT POST, FLUSH, MAGNETIC, DF6593'AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1691 *********************************************************************** PQ1691 DESIGNATION - NOMAN PQ1691 PID - PQ1691 PQ1691 STATE/COUNTY- MN/NICOLLET PQ1691 USGS QUAD - MANKATO WEST (1993) PQ1691 PQ1691 *CURRENT SURVEY CONTROL PQ1691 ___________________________________________________________________ PQ1691* NAD 83(1996)- 44 10 53.47108(N) 094 03 14.16813(W) ADJUSTED PQ1691* NAVD 88 - 309.561 (meters) 1015.62 (feet) ADJUSTED PQ1691 ___________________________________________________________________ PQ1691 X - -323,901.654 (meters) COMP PQ1691 Y - -4,570,180.821 (meters) COMP PQ1691 Z - 4,422,774.147 (meters) COMP PQ1691 LAPLACE CORR- -2.79 (seconds) DEFLEC99 PQ1691 ELLIP HEIGHT- 281.39 (meters) (07/31/03) GPS OBS PQ1691 GEOID HEIGHT- -28.18 (meters) GEOID99 PQ1691 DYNAMIC HT - 309.516 (meters) 1015.47 (feet) COMP PQ1691 MODELED GRAV- 980,465.5 (mgal) NAVD 88 PQ1691 PQ1691 HORZ ORDER - FIRST PQ1691 VERT ORDER - SECOND CLASS I PQ1691 ELLP ORDER - THIRD CLASS II PQ1691 PQ1691.The horizontal coordinates were established by GPS observations PQ1691.and adjusted by the MN DEPT OF TRANSP in July 2003. PQ1691 PQ1691.The orthometric height was determined by differential leveling PQ1691.and adjusted by the National Geodetic Survey in June 1995. PQ1691 PQ1691.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1691 PQ1691.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1691 PQ1691.The ellipsoidal height was determined by GPS observations PQ1691.and is referenced to NAD 83. PQ1691 PQ1691.The geoid height was determined by GEOID99. PQ1691 PQ1691.The dynamic height is computed by dividing the NAVD 88 PQ1691.geopotential number by the normal gravity value computed on the PQ1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PQ1691.degrees latitude (g = 980.6199 gals.). PQ1691 PQ1691.The modeled gravity was interpolated from observed gravity values. PQ1691 PQ1691; North East Units Scale Converg. PQ1691;SPC MN S - 231,281.786 795,687.512 MT 0.99993755 -0 02 16.1 PQ1691;UTM 15 - 4,892,574.166 415,759.551 MT 0.99968728 -0 44 04.4 PQ1691 PQ1691 SUPERSEDED SURVEY CONTROL PQ1691 PQ1691.No superseded survey control is available for this station. PQ1691 PQ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1576092574(NAD 83) PQ1691_MARKER: DH = HORIZONTAL CONTROL DISK PQ1691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) PQ1691_STAMPING: NOMAN 1985 PQ1691_MARK LOGO: MNDT PQ1691_PROJECTION: FLUSH PQ1691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET PQ1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1691+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 PQ1691_ROD/PIPE-DEPTH: 7.0 meters PQ1691 PQ1691 HISTORY - Date Condition Report By PQ1691 HISTORY - 1985 MONUMENTED MNDT PQ1691 HISTORY - 19861007 GOOD MNDT PQ1691 HISTORY - 19870428 GOOD MNDT PQ1691 HISTORY - 20020711 GOOD MNDT PQ1691 PQ1691 STATION DESCRIPTION PQ1691 PQ1691'DESCRIBED BY MN DEPT OF TRANSP 1986 PQ1691'THE MARK IS LOCATED IN THE NORTHWEST PART OF THE TOWN IN NORTH PQ1691'MANKATO, IN THE SE 1/4 OF SECTION 3, T108N, R27W, NEAR THE NORTHWEST PQ1691'CORNER OF BRIDGE NUMBER 52006 (LOOKOUT DRIVE OVER TRUNK HIGHWAY 14), PQ1691'2.15 MILES (3.46 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION PQ1691'WITH TRUNK HIGHWAY 169. THE MARK, A STANDARD MNDT ALUMINUM PQ1691'HORIZONTAL CONTROL MONUMENT DISK STAMPED---NOMAN 1985---, IS SET ON PQ1691'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 23-FOOT LONG ALUMINUM ROD PQ1691'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE PQ1691'SOUTHBOUND LANE OF LOOKOUT DRIVE. THE MARK IS 17.9 FEET (5.5 M) PQ1691'NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, 26.4 FEET (8.0 M) WEST OF PQ1691'THE CENTERLINE OF THE SOUTHBOUND LANE OF LOOKOUT DRIVE, AT TRUNK PQ1691'HIGHWAY 14 MILEPOINT 127.9, AND 2.2 FEET (0.7 M) WEST-SOUTHWEST OF A PQ1691'STEEL WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC. PQ1691 PQ1691 STATION RECOVERY (1987) PQ1691 PQ1691'RECOVERY NOTE BY MN DEPT OF TRANSP 1987 PQ1691'THE MARK IS LOCATED IN THE NORTHWEST PART OF THE CITY OF NORTH PQ1691'MANKATO, IN THE SE 1/4 OF SECTION 3, T108N, R27W, AND NEAR THE PQ1691'NORTHWEST END OF BRIDGE NUMBER 52006 (LOOKOUT DRIVE OVER TRUNK PQ1691'HIGHWAY 14). THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL CONTROL PQ1691'MONUMENT DISK STAMPED---NOMAN 1985---, IS SET ON THE TOP OF A DRIVEN PQ1691'3/4-INCH DIAMETER BY 23-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE PQ1691'SURFACE OF THE GROUND AND ABOUT LEVEL WITH SOUTHBOUND LOOKOUT DRIVE. PQ1691'THE MARK IS 26.4 FEET (8.0 M) WEST OF THE CENTERLINE OF LOOKOUT PQ1691'DRIVE, 17.9 FEET (5.5 M) NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, PQ1691'45.45 FEET (13.85 M) WEST OF NOMAN RM 1, 46.15 FEET (14.07 M) NORTH PQ1691'OF NOMAN RM 2, AND 2.2 FEET (0.7 M) WEST-SOUTHWEST OF A STEEL WITNESS PQ1691'POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC. PQ1691 PQ1691 STATION RECOVERY (2002) PQ1691 PQ1691'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1691'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS PQ1691'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 23 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6594 *********************************************************************** DF6594 DESIGNATION - OSHAWA 20 DF6594 PID - DF6594 DF6594 STATE/COUNTY- MN/NICOLLET DF6594 USGS QUAD - NORTH STAR (1977) DF6594 DF6594 *CURRENT SURVEY CONTROL DF6594 ___________________________________________________________________ DF6594* NAD 83(1996)- 44 18 42.86335(N) 094 03 54.19892(W) ADJUSTED DF6594* NAVD 88 - 299.2 (meters) 982. (feet) GPS OBS DF6594 ___________________________________________________________________ DF6594 X - -324,071.420 (meters) COMP DF6594 Y - -4,560,026.342 (meters) COMP DF6594 Z - 4,433,145.866 (meters) COMP DF6594 LAPLACE CORR- -1.89 (seconds) DEFLEC99 DF6594 ELLIP HEIGHT- 271.03 (meters) (07/31/03) GPS OBS DF6594 GEOID HEIGHT- -28.11 (meters) GEOID99 DF6594 DF6594 HORZ ORDER - FIRST DF6594 ELLP ORDER - THIRD CLASS II DF6594 DF6594.The horizontal coordinates were established by GPS observations DF6594.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6594 DF6594.The orthometric height was determined by GPS observations and a DF6594.high-resolution geoid model. DF6594 DF6594.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6594 DF6594.The Laplace correction was computed from DEFLEC99 derived deflections. DF6594 DF6594.The ellipsoidal height was determined by GPS observations DF6594.and is referenced to NAD 83. DF6594 DF6594.The geoid height was determined by GEOID99. DF6594 DF6594; North East Units Scale Converg. DF6594;SPC MN S - 245,769.636 794,809.955 MT 0.99992749 -0 02 44.2 DF6594;UTM 15 - 4,907,068.088 415,058.623 MT 0.99968873 -0 44 38.6 DF6594 DF6594 SUPERSEDED SURVEY CONTROL DF6594 DF6594.No superseded survey control is available for this station. DF6594 DF6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1505907068(NAD 83) DF6594_MARKER: DD = SURVEY DISK DF6594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6594_STAMPING: OSHAWA 20 2001 DF6594_MARK LOGO: MN-103 DF6594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6594+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6594 DF6594 HISTORY - Date Condition Report By DF6594 HISTORY - 2001 MONUMENTED MN-103 DF6594 DF6594 STATION DESCRIPTION DF6594 DF6594'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6594'THE MARK IS 10.5 MI (16.9 KM) NORTH OF NORTH MANKATO, 10.3 MI (16.6 DF6594'KM) NORTH ALONG CSAH 13 FROM JCT OF TH 14 AND CSAH 13 IN NORTH DF6594'MANKATO, THENCE 1.8 MI (2.9 KM) EAST ON TWP RD 84, 32 FT (9.8 M) SOUTH DF6594'OF TWP RD 84, 23 FT (7.0 M) WEST OF PRIVATE DRIVEWAY, 5 FT (1.5 M) DF6594'EAST OF P-POLE, 6.0 FT (1.8 M) ESE OF WIT POST, FLUSH, MAGNETIC, AND DF6594'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6607 *********************************************************************** DF6607 DESIGNATION - RENNIC RESET DF6607 PID - DF6607 DF6607 STATE/COUNTY- MN/NICOLLET DF6607 USGS QUAD - SLEEPY EYE NW (1964) DF6607 DF6607 *CURRENT SURVEY CONTROL DF6607 ___________________________________________________________________ DF6607* NAD 83(1996)- 44 27 22.24288(N) 094 42 03.50447(W) ADJUSTED DF6607* NAVD 88 - 311.3 (meters) 1021. (feet) GPS OBS DF6607 ___________________________________________________________________ DF6607 X - -373,743.232 (meters) COMP DF6607 Y - -4,544,981.397 (meters) COMP DF6607 Z - 4,444,612.254 (meters) COMP DF6607 LAPLACE CORR- -0.73 (seconds) DEFLEC99 DF6607 ELLIP HEIGHT- 283.49 (meters) (07/31/03) GPS OBS DF6607 GEOID HEIGHT- -27.81 (meters) GEOID99 DF6607 DF6607 HORZ ORDER - FIRST DF6607 ELLP ORDER - THIRD CLASS II DF6607 DF6607.The horizontal coordinates were established by GPS observations DF6607.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6607 DF6607.The orthometric height was determined by GPS observations and a DF6607.high-resolution geoid model. DF6607 DF6607.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6607 DF6607.The Laplace correction was computed from DEFLEC99 derived deflections. DF6607 DF6607.The ellipsoidal height was determined by GPS observations DF6607.and is referenced to NAD 83. DF6607 DF6607.The geoid height was determined by GEOID99. DF6607 DF6607; North East Units Scale Converg. DF6607;SPC MN S - 262,037.025 744,215.163 MT 0.99992235 -0 29 28.8 DF6607;UTM 15 - 4,923,948.679 364,674.781 MT 0.99982521 -1 11 29.3 DF6607 DF6607 SUPERSEDED SURVEY CONTROL DF6607 DF6607.No superseded survey control is available for this station. DF6607 DF6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6467523949(NAD 83) DF6607_MARKER: DH = HORIZONTAL CONTROL DISK DF6607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6607_STAMPING: RENNIC 1935 1988 DF6607_MARK LOGO: CGS DF6607_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6607+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6607 DF6607 HISTORY - Date Condition Report By DF6607 HISTORY - 1988 MONUMENTED CGS DF6607 HISTORY - 20020711 GOOD MNDT DF6607 DF6607 STATION DESCRIPTION DF6607 DF6607'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6607'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS DF6607'FLUSH, MAGNETIC, AND SUITABLE FOR GPS. RMS WERE NOT LOOKED FOR AT DF6607'THIS TIME. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6595 *********************************************************************** DF6595 DESIGNATION - RIDGELY 1 DF6595 PID - DF6595 DF6595 STATE/COUNTY- MN/NICOLLET DF6595 USGS QUAD - MORGAN NE (1982) DF6595 DF6595 *CURRENT SURVEY CONTROL DF6595 ___________________________________________________________________ DF6595* NAD 83(1996)- 44 27 12.82905(N) 094 45 28.61398(W) ADJUSTED DF6595* NAVD 88 - 255.9 (meters) 840. (feet) GPS OBS DF6595 ___________________________________________________________________ DF6595 X - -378,276.171 (meters) COMP DF6595 Y - -4,544,770.888 (meters) COMP DF6595 Z - 4,444,366.018 (meters) COMP DF6595 LAPLACE CORR- -1.38 (seconds) DEFLEC99 DF6595 ELLIP HEIGHT- 228.07 (meters) (07/31/03) GPS OBS DF6595 GEOID HEIGHT- -27.79 (meters) GEOID99 DF6595 DF6595 HORZ ORDER - FIRST DF6595 ELLP ORDER - THIRD CLASS II DF6595 DF6595.The horizontal coordinates were established by GPS observations DF6595.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6595 DF6595.The orthometric height was determined by GPS observations and a DF6595.high-resolution geoid model. DF6595 DF6595.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6595 DF6595.The Laplace correction was computed from DEFLEC99 derived deflections. DF6595 DF6595.The ellipsoidal height was determined by GPS observations DF6595.and is referenced to NAD 83. DF6595 DF6595.The geoid height was determined by GEOID99. DF6595 DF6595; North East Units Scale Converg. DF6595;SPC MN S - 261,786.946 739,678.423 MT 0.99992239 -0 31 52.6 DF6595;UTM 15 - 4,923,754.071 360,135.730 MT 0.99984057 -1 13 52.8 DF6595 DF6595 SUPERSEDED SURVEY CONTROL DF6595 DF6595.No superseded survey control is available for this station. DF6595 DF6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6013623754(NAD 83) DF6595_MARKER: DD = SURVEY DISK DF6595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6595_STAMPING: RIDGELY 1 2001 DF6595_MARK LOGO: MN-103 DF6595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6595+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6595 DF6595 HISTORY - Date Condition Report By DF6595 HISTORY - 2001 MONUMENTED MN-103 DF6595 DF6595 STATION DESCRIPTION DF6595 DF6595'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6595'THE MARK IS 18.8 MI (30.3 KM) WEST OF NEW ULM, 18.8 MI (30.3 KM) WEST DF6595'ALONG CSAH 21 FROM JCT OF TH 14 AND CSAH 21 IN NEW ULM, 2 MI (3.2 KM) DF6595'WEST ALONG CSAH 21 FROM JCT OF CSAH 4 AND CSAH 21, 40 FT (12.2 M) DF6595'SOUTH OF CSAH 21, 32 FT (9.8 M) EAST OF FIELD ENT, 16 FT (4.9 M) SOUTH DF6595'OF NO PASSING SIGN, 10 FT (3.0 M) WEST OF P-POLE, 4.0 FT (1.2 M) WEST DF6595'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6596 *********************************************************************** DF6596 DESIGNATION - RIDGELY 22 DF6596 PID - DF6596 DF6596 STATE/COUNTY- MN/NICOLLET DF6596 USGS QUAD - SLEEPY EYE NW (1964) DF6596 DF6596 *CURRENT SURVEY CONTROL DF6596 ___________________________________________________________________ DF6596* NAD 83(1996)- 44 24 58.98336(N) 094 41 03.07366(W) ADJUSTED DF6596* NAVD 88 - 248.9 (meters) 817. (feet) GPS OBS DF6596 ___________________________________________________________________ DF6596 X - -372,660.834 (meters) COMP DF6596 Y - -4,548,131.961 (meters) COMP DF6596 Z - 4,441,411.014 (meters) COMP DF6596 LAPLACE CORR- -0.85 (seconds) DEFLEC99 DF6596 ELLIP HEIGHT- 221.08 (meters) (07/31/03) GPS OBS DF6596 GEOID HEIGHT- -27.86 (meters) GEOID99 DF6596 DF6596 HORZ ORDER - FIRST DF6596 ELLP ORDER - THIRD CLASS II DF6596 DF6596.The horizontal coordinates were established by GPS observations DF6596.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6596 DF6596.The orthometric height was determined by GPS observations and a DF6596.high-resolution geoid model. DF6596 DF6596.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6596 DF6596.The Laplace correction was computed from DEFLEC99 derived deflections. DF6596 DF6596.The ellipsoidal height was determined by GPS observations DF6596.and is referenced to NAD 83. DF6596 DF6596.The geoid height was determined by GEOID99. DF6596 DF6596; North East Units Scale Converg. DF6596;SPC MN S - 257,604.229 745,514.012 MT 0.99992314 -0 28 46.4 DF6596;UTM 15 - 4,919,500.795 365,919.275 MT 0.99982109 -1 10 44.0 DF6596 DF6596 SUPERSEDED SURVEY CONTROL DF6596 DF6596.No superseded survey control is available for this station. DF6596 DF6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6591919501(NAD 83) DF6596_MARKER: DD = SURVEY DISK DF6596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6596_STAMPING: RIDGELY 22 2001 DF6596_MARK LOGO: MN-103 DF6596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6596+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6596 DF6596 HISTORY - Date Condition Report By DF6596 HISTORY - 2001 MONUMENTED MN-103 DF6596 DF6596 STATION DESCRIPTION DF6596 DF6596'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6596'THE MARK IS 14.7 MI (23.7 KM) WEST OF NEW ULM, 14.7 MI (23.7 KM) WEST DF6596'ALONG CSAH 21 FROM JCT OF TH 15 AND TH 14 IN NEW ULM, THENCE 0.9 MI DF6596'(1.4 KM) SOUTH ON TWP RD, 29 FT (8.8 M) WEST OF PRIVATE PROPERTY POST, DF6596'16 FT (4.9 M) EAST OF TWP RD, 15 FT (4.6 M) SOUTH OF PROPETY LINE DF6596'MARKER, 4.5 FT (1.4 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE DF6596'FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6597 *********************************************************************** DF6597 DESIGNATION - TRAVERSE 10 DF6597 PID - DF6597 DF6597 STATE/COUNTY- MN/NICOLLET DF6597 USGS QUAD - NORTH STAR (1977) DF6597 DF6597 *CURRENT SURVEY CONTROL DF6597 ___________________________________________________________________ DF6597* NAD 83(1996)- 44 21 18.93338(N) 094 03 56.45541(W) ADJUSTED DF6597* NAVD 88 - 301.1 (meters) 988. (feet) GPS OBS DF6597 ___________________________________________________________________ DF6597 X - -323,882.712 (meters) COMP DF6597 Y - -4,556,666.043 (meters) COMP DF6597 Z - 4,436,593.144 (meters) COMP DF6597 LAPLACE CORR- -1.56 (seconds) DEFLEC99 DF6597 ELLIP HEIGHT- 273.02 (meters) (07/31/03) GPS OBS DF6597 GEOID HEIGHT- -28.09 (meters) GEOID99 DF6597 DF6597 HORZ ORDER - FIRST DF6597 ELLP ORDER - THIRD CLASS II DF6597 DF6597.The horizontal coordinates were established by GPS observations DF6597.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6597 DF6597.The orthometric height was determined by GPS observations and a DF6597.high-resolution geoid model. DF6597 DF6597.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6597 DF6597.The Laplace correction was computed from DEFLEC99 derived deflections. DF6597 DF6597.The ellipsoidal height was determined by GPS observations DF6597.and is referenced to NAD 83. DF6597 DF6597.The geoid height was determined by GEOID99. DF6597 DF6597; North East Units Scale Converg. DF6597;SPC MN S - 250,586.627 794,763.820 MT 0.99992528 -0 02 45.7 DF6597;UTM 15 - 4,911,884.139 415,071.231 MT 0.99968870 -0 44 42.2 DF6597 DF6597 SUPERSEDED SURVEY CONTROL DF6597 DF6597.No superseded survey control is available for this station. DF6597 DF6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1507111884(NAD 83) DF6597_MARKER: DD = SURVEY DISK DF6597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6597_STAMPING: TRAVERSE 10 2001 DF6597_MARK LOGO: MN-103 DF6597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6597+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6597 DF6597 HISTORY - Date Condition Report By DF6597 HISTORY - 2001 MONUMENTED MN-103 DF6597 DF6597 STATION DESCRIPTION DF6597 DF6597'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6597'THE MARK IS 5 MI (8.0 KM) NW OF ST PETER, 4.2 MI (6.8 KM) WEST ALONG DF6597'CSAH 15 FROM JCT OF TH 22 AND CSAH 15 IN ST PETER, THENCE 0.6 MI (1.0 DF6597'KM) WEST ON TWP RD 268, 155 FT (47.2 M) WEST OF P-POLE, 32 FT (9.8 M) DF6597'SOUTH OF TWP RD 268, 18 FT (5.5 M) EAST OF FIELD ENT, 5.0 FT (1.5 M) DF6597'NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6598 *********************************************************************** DF6598 DESIGNATION - TRAVERSE 6 DF6598 PID - DF6598 DF6598 STATE/COUNTY- MN/NICOLLET DF6598 USGS QUAD - NORTH STAR (1977) DF6598 DF6598 *CURRENT SURVEY CONTROL DF6598 ___________________________________________________________________ DF6598* NAD 83(1996)- 44 21 31.36087(N) 094 00 08.81083(W) ADJUSTED DF6598* NAVD 88 - 298.4 (meters) 979. (feet) GPS OBS DF6598 ___________________________________________________________________ DF6598 X - -318,834.685 (meters) COMP DF6598 Y - -4,556,751.223 (meters) COMP DF6598 Z - 4,436,865.500 (meters) COMP DF6598 LAPLACE CORR- -2.28 (seconds) DEFLEC99 DF6598 ELLIP HEIGHT- 270.27 (meters) (07/31/03) GPS OBS DF6598 GEOID HEIGHT- -28.14 (meters) GEOID99 DF6598 DF6598 HORZ ORDER - FIRST DF6598 ELLP ORDER - THIRD CLASS II DF6598 DF6598.The horizontal coordinates were established by GPS observations DF6598.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6598 DF6598.The orthometric height was determined by GPS observations and a DF6598.high-resolution geoid model. DF6598 DF6598.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6598 DF6598.The Laplace correction was computed from DEFLEC99 derived deflections. DF6598 DF6598.The ellipsoidal height was determined by GPS observations DF6598.and is referenced to NAD 83. DF6598 DF6598.The geoid height was determined by GEOID99. DF6598 DF6598; North East Units Scale Converg. DF6598;SPC MN S - 250,968.090 799,804.900 MT 0.99992513 -0 00 06.2 DF6598;UTM 15 - 4,912,203.988 420,115.372 MT 0.99967848 -0 42 03.2 DF6598 DF6598 SUPERSEDED SURVEY CONTROL DF6598 DF6598.No superseded survey control is available for this station. DF6598 DF6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2011512204(NAD 83) DF6598_MARKER: DD = SURVEY DISK DF6598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6598_STAMPING: TRAVERSE 6 2001 DF6598_MARK LOGO: MN-103 DF6598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6598+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6598 DF6598 HISTORY - Date Condition Report By DF6598 HISTORY - 2001 MONUMENTED MN-103 DF6598 DF6598 STATION DESCRIPTION DF6598 DF6598'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6598'THE MARK IS 0.8 MI (1.3 KM) NORTH OF ST PETER, 0.8 MI (1.3 KM) NORTH DF6598'ALONG TH 22 FROM JCT OF TH 22 AND CSAH 15 IN ST PETER TO TH 22 MP DF6598'68.0, THENCE 0.9 MI (1.4 KM) WEST ON TWP RD, 173 FT (52.7 M) EAST OF DF6598'CURVE SIGN, 38 FT (11.6 M) SOUTH OF TWP RD, 18 FT (5.5 M) EAST OF DF6598'FIELD ENT, 3.0 FT (0.9 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND DF6598'SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6599 *********************************************************************** DF6599 DESIGNATION - TRAVERSE 7 DF6599 PID - DF6599 DF6599 STATE/COUNTY- MN/NICOLLET DF6599 USGS QUAD - NICOLLET (1965) DF6599 DF6599 *CURRENT SURVEY CONTROL DF6599 ___________________________________________________________________ DF6599* NAD 83(1996)- 44 21 19.70498(N) 094 07 46.83916(W) ADJUSTED DF6599* NAVD 88 - 303.3 (meters) 995. (feet) GPS OBS DF6599 ___________________________________________________________________ DF6599 X - -328,970.911 (meters) COMP DF6599 Y - -4,556,286.436 (meters) COMP DF6599 Z - 4,436,611.740 (meters) COMP DF6599 LAPLACE CORR- -1.13 (seconds) DEFLEC99 DF6599 ELLIP HEIGHT- 275.26 (meters) (07/31/03) GPS OBS DF6599 GEOID HEIGHT- -28.06 (meters) GEOID99 DF6599 DF6599 HORZ ORDER - FIRST DF6599 ELLP ORDER - THIRD CLASS II DF6599 DF6599.The horizontal coordinates were established by GPS observations DF6599.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6599 DF6599.The orthometric height was determined by GPS observations and a DF6599.high-resolution geoid model. DF6599 DF6599.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6599 DF6599.The Laplace correction was computed from DEFLEC99 derived deflections. DF6599 DF6599.The ellipsoidal height was determined by GPS observations DF6599.and is referenced to NAD 83. DF6599 DF6599.The geoid height was determined by GEOID99. DF6599 DF6599; North East Units Scale Converg. DF6599;SPC MN S - 250,616.538 789,662.134 MT 0.99992527 -0 05 27.2 DF6599;UTM 15 - 4,911,976.263 409,971.470 MT 0.99969968 -0 47 23.3 DF6599 DF6599 SUPERSEDED SURVEY CONTROL DF6599 DF6599.No superseded survey control is available for this station. DF6599 DF6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0997111976(NAD 83) DF6599_MARKER: DD = SURVEY DISK DF6599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6599_STAMPING: TRAVERSE 7 2001 DF6599_MARK LOGO: MN-103 DF6599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6599+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6599 DF6599 HISTORY - Date Condition Report By DF6599 HISTORY - 2001 MONUMENTED MN-103 DF6599 DF6599 STATION DESCRIPTION DF6599 DF6599'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6599'THE MARK IS 4 MI (6.4 KM) SOUTH OF NORSELAND, 4 MI (6.4 KM) SOUTH DF6599'ALONG CSAH 3 FROM JCT OF TH 22 AND CSAH 3 IN NORSELAND, 51 FT (15.5 M) DF6599'SW OF TWIN ASH TREE, 47 FT (14.3 M) EAST OF CSAH 3, 29 FT (8.8 M) DF6599'SOUTH OF PRIVATE DRIVEWAY, 6 FT (1.8 M) SW OF P-POLE, 5.0 FT (1.5 M) DF6599'WSW OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4906 *********************************************************************** AC4906 CBN - This is a Cooperative Base Network Control Station. AC4906 DESIGNATION - TUCKY AC4906 PID - AC4906 AC4906 STATE/COUNTY- MN/NICOLLET AC4906 USGS QUAD - ST PETER (1991) AC4906 AC4906 *CURRENT SURVEY CONTROL AC4906 ___________________________________________________________________ AC4906* NAD 83(1996)- 44 18 43.94682(N) 093 58 00.41460(W) ADJUSTED AC4906* NAVD 88 - 236.171 (meters) 774.84 (feet) ADJUSTED AC4906 ___________________________________________________________________ AC4906 X - -316,244.874 (meters) COMP AC4906 Y - -4,560,507.123 (meters) COMP AC4906 Z - 4,433,125.710 (meters) COMP AC4906 LAPLACE CORR- -3.05 (seconds) DEFLEC99 AC4906 ELLIP HEIGHT- 207.92 (meters) (01/15/97) GPS OBS AC4906 GEOID HEIGHT- -28.22 (meters) GEOID99 AC4906 DYNAMIC HT - 236.136 (meters) 774.72 (feet) COMP AC4906 MODELED GRAV- 980,464.9 (mgal) NAVD 88 AC4906 AC4906 HORZ ORDER - B AC4906 VERT ORDER - SECOND CLASS I AC4906 ELLP ORDER - FOURTH CLASS I AC4906 AC4906.The horizontal coordinates were established by GPS observations AC4906.and adjusted by the National Geodetic Survey in January 1997. AC4906 AC4906.The orthometric height was determined by differential leveling AC4906.and adjusted by the National Geodetic Survey in June 2000. AC4906 AC4906.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4906 AC4906.The Laplace correction was computed from DEFLEC99 derived deflections. AC4906 AC4906.The ellipsoidal height was determined by GPS observations AC4906.and is referenced to NAD 83. AC4906 AC4906.The geoid height was determined by GEOID99. AC4906 AC4906.The dynamic height is computed by dividing the NAVD 88 AC4906.geopotential number by the normal gravity value computed on the AC4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4906.degrees latitude (g = 980.6199 gals.). AC4906 AC4906.The modeled gravity was interpolated from observed gravity values. AC4906 AC4906; North East Units Scale Converg. AC4906;SPC MN S - 245,801.549 802,650.100 MT 0.99992747 +0 01 23.8 AC4906;UTM 15 - 4,907,004.428 422,896.639 MT 0.99967311 -0 40 31.4 AC4906 AC4906 SUPERSEDED SURVEY CONTROL AC4906 AC4906.No superseded survey control is available for this station. AC4906 AC4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2289707004(NAD 83) AC4906_MARKER: DH = HORIZONTAL CONTROL DISK AC4906_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AC4906+WITH SETTING: INFORMATION. AC4906_STAMPING: TUCKY 1990 AC4906_MARK LOGO: MNDT AC4906_PROJECTION: RECESSED 3 CENTIMETERS AC4906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC4906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4906+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002 AC4906_ROD/PIPE-DEPTH: 2.4 meters AC4906 AC4906 HISTORY - Date Condition Report By AC4906 HISTORY - 1990 MONUMENTED MNDT AC4906 HISTORY - 19900904 GOOD MNDT AC4906 HISTORY - 19941019 GOOD MNDT AC4906 HISTORY - 19970923 GOOD MNDT AC4906 HISTORY - 20001101 GOOD MNDT AC4906 HISTORY - 20020401 GOOD MNDT AC4906 HISTORY - 20020711 GOOD MNDT AC4906 HISTORY - 20020801 GOOD MNDT AC4906 AC4906 STATION DESCRIPTION AC4906 AC4906'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS) AC4906'RECOVERED AS DESCRIBED. AC4906 AC4906 STATION RECOVERY (1994) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) AC4906'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED AT THE AC4906'SOUTH EDGE OF ST PETER IN THE SW 1/4 OF SECTION 21, T110N, R26W. THE AC4906'MARK IS AT THE JCT OF TH 169 AND TH 99 WEST, AT TH 169 MP 65.45. THE AC4906'MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 45.5 FT (13.9 M) SE OF AC4906'NB TH 169, 90 FT (27.4 M) NE OF TH 99 EXTENDED, 31.3 FT (9.5 M) WSW OF AC4906'A P-POLE, 41.2 FT (12.6 M) NE OF A LIGHT POLE, 6.0 FT (1.8 M) NW OF A AC4906'WIT POST. RECOVERY AND DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O. AC4906 AC4906 STATION RECOVERY (1997) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH) AC4906'THE MARK WAS RECOVERED AS DESCRIBED. AC4906' AC4906 AC4906 STATION RECOVERY (2000) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AC4906'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. KNB AC4906 AC4906 STATION RECOVERY (2002) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) AC4906'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AT SOUTH EDGE OF AC4906'ST PETER, AT AC4906'JCT OF TH 169 AND TH 99 WEST, 45.5 FT (13.9 M) SE OF NB TH 169, AT TH AC4906'169 MP 65.45, 90 FT (27.4 M) NE AC4906'OF TH 99 EXTENDED, 31.3 FT (9.5 M) WSW OF P-POLE, 41.2 FT (12.6 M) NE AC4906'OF LIGHT POLE, 6.0 FT (1.8 M) AC4906'NW OF WIT POST, M AGNETIC, GOOD FOR GPS AC4906' AC4906 AC4906 STATION RECOVERY (2002) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AC4906'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AC4906'RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS. ROD DEPTH 8 FT. AC4906 AC4906 STATION RECOVERY (2002) AC4906 AC4906'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (KNB) AC4906'ORIGINAL DESCRIPTION AT SOUTH EDGE OF ST PETER, AT JCT OF TH 169 AND AC4906'TH 99 WEST, 45.5 FT SE OF NB TH 169, AT TH 169 MP 65.45, 90 FT NE OF AC4906'TH 99 EXTENDED, 31.3 FT WSW OF P-POLE, 41.2 FT NE OF LIGHT POLE, 6.0 AC4906'FT NW OF WIT POST, MAGNETIC, RECESSED 2 INCHES, SUITABLE FOR GPS, ROD AC4906'DEPTH 8 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6600 *********************************************************************** DF6600 DESIGNATION - VALVE DF6600 PID - DF6600 DF6600 STATE/COUNTY- MN/NICOLLET DF6600 USGS QUAD - MANKATO WEST (1993) DF6600 DF6600 *CURRENT SURVEY CONTROL DF6600 ___________________________________________________________________ DF6600* NAD 83(1996)- 44 10 40.14450(N) 094 00 14.60903(W) ADJUSTED DF6600* NAVD 88 - 239.0 (meters) 784. (feet) GPS OBS DF6600 ___________________________________________________________________ DF6600 X - -319,939.548 (meters) COMP DF6600 Y - -4,570,696.526 (meters) COMP DF6600 Z - 4,422,429.951 (meters) COMP DF6600 LAPLACE CORR- -3.95 (seconds) DEFLEC99 DF6600 ELLIP HEIGHT- 210.80 (meters) (07/31/03) GPS OBS DF6600 GEOID HEIGHT- -28.26 (meters) GEOID99 DF6600 DF6600 HORZ ORDER - FIRST DF6600 ELLP ORDER - THIRD CLASS II DF6600 DF6600.The horizontal coordinates were established by GPS observations DF6600.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6600 DF6600.The orthometric height was determined by GPS observations and a DF6600.high-resolution geoid model. DF6600 DF6600.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6600 DF6600.The Laplace correction was computed from DEFLEC99 derived deflections. DF6600 DF6600.The ellipsoidal height was determined by GPS observations DF6600.and is referenced to NAD 83. DF6600 DF6600.The geoid height was determined by GEOID99. DF6600 DF6600; North East Units Scale Converg. DF6600;SPC MN S - 230,869.065 799,675.512 MT 0.99993791 -0 00 10.2 DF6600;UTM 15 - 4,892,113.093 419,741.223 MT 0.99967922 -0 41 59.1 DF6600 DF6600 SUPERSEDED SURVEY CONTROL DF6600 DF6600.No superseded survey control is available for this station. DF6600 DF6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1974192113(NAD 83) DF6600_MARKER: DD = SURVEY DISK DF6600_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6600_STAMPING: VALVE 1988 DF6600_MARK LOGO: MN-103 DF6600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6600+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 DF6600 DF6600 HISTORY - Date Condition Report By DF6600 HISTORY - 1988 MONUMENTED MN-013 DF6600 HISTORY - 20020711 GOOD MNDT DF6600 DF6600 STATION DESCRIPTION DF6600 DF6600'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH) DF6600'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS IN MANKATO, ON DF6600'WEST SIDE OF MINNESOTA RIVER, 1.2 MI (1.9 KM) SE ALONG TH 169 FROM JCT DF6600'OF TH 169 AND TH 14 TO MONROE AVE THEN TURN ONTO NB TH 169 AND DF6600'CONTINUE ON NB TH 169 FOR 0.15 MI, (0.24 KM) EAST OF TH 169 BETWEEN DF6600'HWY AND PATH, 54.3 FT (16.6 M) EAST OF EAST EDGE OF TH 169, 23.2 FT DF6600'(7.1 M) SW OF SW COR OF FENCE AROUND GATE VALVE STRUCTURE, 1 FT (0.3 DF6600'M) WEST OF WEST EDGE OF PATH, 27.8 FT (8.5 M) SE OF MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6601 *********************************************************************** DF6601 DESIGNATION - WEST NEWTON 1 DF6601 PID - DF6601 DF6601 STATE/COUNTY- MN/NICOLLET DF6601 USGS QUAD - NEW ULM (1992) DF6601 DF6601 *CURRENT SURVEY CONTROL DF6601 ___________________________________________________________________ DF6601* NAD 83(1996)- 44 21 44.65864(N) 094 29 57.22866(W) ADJUSTED DF6601* NAVD 88 - 249.6 (meters) 819. (feet) GPS OBS DF6601 ___________________________________________________________________ DF6601 X - -358,306.251 (meters) COMP DF6601 Y - -4,553,494.763 (meters) COMP DF6601 Z - 4,437,124.975 (meters) COMP DF6601 LAPLACE CORR- -0.58 (seconds) DEFLEC99 DF6601 ELLIP HEIGHT- 221.65 (meters) (07/31/03) GPS OBS DF6601 GEOID HEIGHT- -27.96 (meters) GEOID99 DF6601 DF6601 HORZ ORDER - FIRST DF6601 ELLP ORDER - THIRD CLASS II DF6601 DF6601.The horizontal coordinates were established by GPS observations DF6601.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6601 DF6601.The orthometric height was determined by GPS observations and a DF6601.high-resolution geoid model. DF6601 DF6601.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6601 DF6601.The Laplace correction was computed from DEFLEC99 derived deflections. DF6601 DF6601.The ellipsoidal height was determined by GPS observations DF6601.and is referenced to NAD 83. DF6601 DF6601.The geoid height was determined by GEOID99. DF6601 DF6601; North East Units Scale Converg. DF6601;SPC MN S - 251,500.028 760,206.413 MT 0.99992497 -0 20 59.7 DF6601;UTM 15 - 4,913,218.635 380,534.286 MT 0.99977552 -1 02 54.2 DF6601 DF6601 SUPERSEDED SURVEY CONTROL DF6601 DF6601.No superseded survey control is available for this station. DF6601 DF6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8053413219(NAD 83) DF6601_MARKER: DD = SURVEY DISK DF6601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6601_STAMPING: WEST NEWTON 1 2001 DF6601_MARK LOGO: MN-103 DF6601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6601+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6601 DF6601 HISTORY - Date Condition Report By DF6601 HISTORY - 2001 MONUMENTED MN-103 DF6601 DF6601 STATION DESCRIPTION DF6601 DF6601'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6601'THE MARK IS 4 MI (6.4 KM) WEST OF NEW ULM, 4 MI (6.4 KM) WEST ALONG DF6601'CSAH 21 FROM JCT OF TH 14 AND CSAH 21 IN NEW ULM, THENCE 0.1 MI (0.2 DF6601'KM) SOUTH ON CSAH 14, 85 FT (25.9 M) NW OF BDG RAIL, 27 FT (8.2 M) DF6601'WEST OF CSAH 14, 3 FT (0.9 M) WEST OF GAURD RAIL, 3.0 FT (0.9 M) EAST DF6601'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6602 *********************************************************************** DF6602 DESIGNATION - WEST NEWTON 10 DF6602 PID - DF6602 DF6602 STATE/COUNTY- MN/NICOLLET DF6602 USGS QUAD - ST GEORGE (1964) DF6602 DF6602 *CURRENT SURVEY CONTROL DF6602 ___________________________________________________________________ DF6602* NAD 83(1996)- 44 26 30.22705(N) 094 32 40.71200(W) ADJUSTED DF6602* NAVD 88 - 314.1 (meters) 1031. (feet) GPS OBS DF6602 ___________________________________________________________________ DF6602 X - -361,430.144 (meters) COMP DF6602 Y - -4,547,107.037 (meters) COMP DF6602 Z - 4,443,467.946 (meters) COMP DF6602 LAPLACE CORR- -0.61 (seconds) DEFLEC99 DF6602 ELLIP HEIGHT- 286.23 (meters) (07/31/03) GPS OBS DF6602 GEOID HEIGHT- -27.87 (meters) GEOID99 DF6602 DF6602 HORZ ORDER - FIRST DF6602 ELLP ORDER - THIRD CLASS II DF6602 DF6602.The horizontal coordinates were established by GPS observations DF6602.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6602 DF6602.The orthometric height was determined by GPS observations and a DF6602.high-resolution geoid model. DF6602 DF6602.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6602 DF6602.The Laplace correction was computed from DEFLEC99 derived deflections. DF6602 DF6602.The ellipsoidal height was determined by GPS observations DF6602.and is referenced to NAD 83. DF6602 DF6602.The geoid height was determined by GEOID99. DF6602 DF6602; North East Units Scale Converg. DF6602;SPC MN S - 260,336.824 756,645.401 MT 0.99992258 -0 22 54.3 DF6602;UTM 15 - 4,922,096.957 377,081.864 MT 0.99978581 -1 04 54.0 DF6602 DF6602 SUPERSEDED SURVEY CONTROL DF6602 DF6602.No superseded survey control is available for this station. DF6602 DF6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7708222097(NAD 83) DF6602_MARKER: DD = SURVEY DISK DF6602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6602_STAMPING: WEST NEWTON 10 2001 DF6602_MARK LOGO: MN-103 DF6602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6602+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6602 DF6602 HISTORY - Date Condition Report By DF6602 HISTORY - 2001 MONUMENTED MN-103 DF6602 DF6602 STATION DESCRIPTION DF6602 DF6602'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6602'THE MARK IS 3.8 MI (6.1 KM) NW OF ST GEORGE, 2.4 MI (3.9 KM) WEST DF6602'ALONG CSAH 5 FROM JCT OF CSAH 16 AND CSAH 5 IN ST GEORGE, THENCE 2.5 DF6602'MI (4.0 KM) NORTH ON CSAH 22, THENCE 1.4 MI (2.3 KM) EAST ON TWP RD DF6602'21, 32 FT (9.8 M) SOUTH OF TWP RD 21, 12 FT (3.7 M) WEST OF FIELD ENT, DF6602'3.5 FT (1.1 M) ENE OF P-POLE, 4.0 FT (1.2 M) EAST OF WIT POST, FLUSH, DF6602'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6603 *********************************************************************** DF6603 DESIGNATION - WEST NEWTON 22 DF6603 PID - DF6603 DF6603 STATE/COUNTY- MN/NICOLLET DF6603 USGS QUAD - ST GEORGE (1964) DF6603 DF6603 *CURRENT SURVEY CONTROL DF6603 ___________________________________________________________________ DF6603* NAD 83(1996)- 44 23 53.95619(N) 094 33 09.99582(W) ADJUSTED DF6603* NAVD 88 - 303.0 (meters) 994. (feet) GPS OBS DF6603 ___________________________________________________________________ DF6603 X - -362,343.068 (meters) COMP DF6603 Y - -4,550,413.336 (meters) COMP DF6603 Z - 4,440,014.868 (meters) COMP DF6603 LAPLACE CORR- -0.61 (seconds) DEFLEC99 DF6603 ELLIP HEIGHT- 275.10 (meters) (07/31/03) GPS OBS DF6603 GEOID HEIGHT- -27.91 (meters) GEOID99 DF6603 DF6603 HORZ ORDER - FIRST DF6603 ELLP ORDER - THIRD CLASS II DF6603 DF6603.The horizontal coordinates were established by GPS observations DF6603.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6603 DF6603.The orthometric height was determined by GPS observations and a DF6603.high-resolution geoid model. DF6603 DF6603.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6603 DF6603.The Laplace correction was computed from DEFLEC99 derived deflections. DF6603 DF6603.The ellipsoidal height was determined by GPS observations DF6603.and is referenced to NAD 83. DF6603 DF6603.The geoid height was determined by GEOID99. DF6603 DF6603; North East Units Scale Converg. DF6603;SPC MN S - 255,518.072 755,965.281 MT 0.99992365 -0 23 14.8 DF6603;UTM 15 - 4,917,287.522 376,343.067 MT 0.99978805 -1 05 11.5 DF6603 DF6603 SUPERSEDED SURVEY CONTROL DF6603 DF6603.No superseded survey control is available for this station. DF6603 DF6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7634317288(NAD 83) DF6603_MARKER: DD = SURVEY DISK DF6603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6603_STAMPING: WEST NEWTON 22 2001 DF6603_MARK LOGO: MN-103 DF6603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6603+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6603 DF6603 HISTORY - Date Condition Report By DF6603 HISTORY - 2001 MONUMENTED MN-103 DF6603 DF6603 STATION DESCRIPTION DF6603 DF6603'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6603'THE MARK IS 1 MI (1.6 KM) NW OF ST GEORGE, 1 MI (1.6 KM) WEST ALONG DF6603'CSAH 5 FROM JCT OF CSAH 16 AND CSAH 5 IN ST GEORGE, THENCE 0.4 MI (0.6 DF6603'KM) NORTH OF TWP 136, 21 FT (6.4 M) EAST OF TWP RD 136, 2 FT (0.6 M) DF6603'NORTH OF FENCELINE, 5.0 FT (1.5 M) WEST OF WIT POST, FLUSH, MAGNETIC, DF6603'AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6604 *********************************************************************** DF6604 DESIGNATION - WEST NEWTON 30 DF6604 PID - DF6604 DF6604 STATE/COUNTY- MN/NICOLLET DF6604 USGS QUAD - ST GEORGE (1964) DF6604 DF6604 *CURRENT SURVEY CONTROL DF6604 ___________________________________________________________________ DF6604* NAD 83(1996)- 44 23 35.13141(N) 094 37 03.58868(W) ADJUSTED DF6604* NAVD 88 - 255.1 (meters) 837. (feet) GPS OBS DF6604 ___________________________________________________________________ DF6604 X - -367,526.103 (meters) COMP DF6604 Y - -4,550,371.128 (meters) COMP DF6604 Z - 4,439,566.124 (meters) COMP DF6604 LAPLACE CORR- -0.44 (seconds) DEFLEC99 DF6604 ELLIP HEIGHT- 227.15 (meters) (07/31/03) GPS OBS DF6604 GEOID HEIGHT- -27.90 (meters) GEOID99 DF6604 DF6604 HORZ ORDER - FIRST DF6604 ELLP ORDER - THIRD CLASS II DF6604 DF6604.The horizontal coordinates were established by GPS observations DF6604.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6604 DF6604.The orthometric height was determined by GPS observations and a DF6604.high-resolution geoid model. DF6604 DF6604.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6604 DF6604.The Laplace correction was computed from DEFLEC99 derived deflections. DF6604 DF6604.The ellipsoidal height was determined by GPS observations DF6604.and is referenced to NAD 83. DF6604 DF6604.The geoid height was determined by GEOID99. DF6604 DF6604; North East Units Scale Converg. DF6604;SPC MN S - 254,974.081 750,792.030 MT 0.99992382 -0 25 58.6 DF6604;UTM 15 - 4,916,806.743 371,164.227 MT 0.99980413 -1 07 54.6 DF6604 DF6604 SUPERSEDED SURVEY CONTROL DF6604 DF6604.No superseded survey control is available for this station. DF6604 DF6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7116416807(NAD 83) DF6604_MARKER: DD = SURVEY DISK DF6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6604_STAMPING: WEST NEWTON 30 2001 DF6604_MARK LOGO: MN-103 DF6604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6604+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6604 DF6604 HISTORY - Date Condition Report By DF6604 HISTORY - 2001 MONUMENTED MN-103 DF6604 DF6604 STATION DESCRIPTION DF6604 DF6604'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6604'THE MARK IS 10 MI (16.1 KM) NW OF NEW ULM, 10.3 MI (16.6 KM) WEST DF6604'ALONG CSAH 21 FROM JCT OF TH 14 AND TH 15 IN NEW ULM, 31 FT (9.4 M) DF6604'SOUTH OF CSAH 21, 23 FT (7.0 M) WEST OF EXTENDED CO RD 59, 13 FT (4.0 DF6604'M) WEST OF DOUBLE ARROW SIGN, 3.0 FT (0.9 M) NORTH OF WIT POST, FLUSH, DF6604'MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6605 *********************************************************************** DF6605 DESIGNATION - WEST NEWTON 34 DF6605 PID - DF6605 DF6605 STATE/COUNTY- MN/NICOLLET DF6605 USGS QUAD - ST GEORGE (1964) DF6605 DF6605 *CURRENT SURVEY CONTROL DF6605 ___________________________________________________________________ DF6605* NAD 83(1996)- 44 22 41.28761(N) 094 32 49.19311(W) ADJUSTED DF6605* NAVD 88 - 249.7 (meters) 819. (feet) GPS OBS DF6605 ___________________________________________________________________ DF6605 X - -362,005.511 (meters) COMP DF6605 Y - -4,551,976.049 (meters) COMP DF6605 Z - 4,438,374.612 (meters) COMP DF6605 LAPLACE CORR- -0.64 (seconds) DEFLEC99 DF6605 ELLIP HEIGHT- 221.80 (meters) (07/31/03) GPS OBS DF6605 GEOID HEIGHT- -27.93 (meters) GEOID99 DF6605 DF6605 HORZ ORDER - FIRST DF6605 ELLP ORDER - THIRD CLASS II DF6605 DF6605.The horizontal coordinates were established by GPS observations DF6605.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6605 DF6605.The orthometric height was determined by GPS observations and a DF6605.high-resolution geoid model. DF6605 DF6605.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6605 DF6605.The Laplace correction was computed from DEFLEC99 derived deflections. DF6605 DF6605.The ellipsoidal height was determined by GPS observations DF6605.and is referenced to NAD 83. DF6605 DF6605.The geoid height was determined by GEOID99. DF6605 DF6605; North East Units Scale Converg. DF6605;SPC MN S - 253,272.163 756,410.589 MT 0.99992435 -0 23 00.3 DF6605;UTM 15 - 4,915,036.656 376,760.891 MT 0.99978678 -1 04 55.5 DF6605 DF6605 SUPERSEDED SURVEY CONTROL DF6605 DF6605.No superseded survey control is available for this station. DF6605 DF6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7676115037(NAD 83) DF6605_MARKER: DD = SURVEY DISK DF6605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6605_STAMPING: WEST NEWTON 34 2001 DF6605_MARK LOGO: MN-103 DF6605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6605+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6605 DF6605 HISTORY - Date Condition Report By DF6605 HISTORY - 2001 MONUMENTED MN-103 DF6605 DF6605 STATION DESCRIPTION DF6605 DF6605'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6605'THE MARK IS 6.5 MI (10.5 KM) NW OF NEW ULM, 6.6 MI (10.6 KM) WEST DF6605'ALONG CSAH 21 FROM JCT OF TH 14 AND TH 15 IN NEW ULM, 200 FT (61.0 M) DF6605'EAST OF JCT OF CSAH 21 AND TWP RD 136, 59 FT (18.0 M) WEST OF BRDG DF6605'HAZARD SIGN, 34 FT (10.4 M) SOUTH OF CSAH 21, 21 FT (6.4 M) WEST OF DF6605'FIELD ENT, 18 FT (5.5 M) NORTH OF 18 INCH CORRUGATED METAL PIPE, 4.0 DF6605'FT (1.2 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6606 *********************************************************************** DF6606 DESIGNATION - WEST NEWTON 7 DF6606 PID - DF6606 DF6606 STATE/COUNTY- MN/NICOLLET DF6606 USGS QUAD - ST GEORGE (1964) DF6606 DF6606 *CURRENT SURVEY CONTROL DF6606 ___________________________________________________________________ DF6606* NAD 83(1996)- 44 26 29.15841(N) 094 37 30.35712(W) ADJUSTED DF6606* NAVD 88 - 302.3 (meters) 992. (feet) GPS OBS DF6606 ___________________________________________________________________ DF6606 X - -367,816.197 (meters) COMP DF6606 Y - -4,546,609.672 (meters) COMP DF6606 Z - 4,443,436.160 (meters) COMP DF6606 LAPLACE CORR- -0.57 (seconds) DEFLEC99 DF6606 ELLIP HEIGHT- 274.47 (meters) (07/31/03) GPS OBS DF6606 GEOID HEIGHT- -27.85 (meters) GEOID99 DF6606 DF6606 HORZ ORDER - FIRST DF6606 ELLP ORDER - THIRD CLASS II DF6606 DF6606.The horizontal coordinates were established by GPS observations DF6606.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6606 DF6606.The orthometric height was determined by GPS observations and a DF6606.high-resolution geoid model. DF6606 DF6606.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6606 DF6606.The Laplace correction was computed from DEFLEC99 derived deflections. DF6606 DF6606.The ellipsoidal height was determined by GPS observations DF6606.and is referenced to NAD 83. DF6606 DF6606.The geoid height was determined by GEOID99. DF6606 DF6606; North East Units Scale Converg. DF6606;SPC MN S - 260,349.667 750,240.731 MT 0.99992259 -0 26 17.3 DF6606;UTM 15 - 4,922,188.021 370,678.642 MT 0.99980567 -1 08 16.9 DF6606 DF6606 SUPERSEDED SURVEY CONTROL DF6606 DF6606.No superseded survey control is available for this station. DF6606 DF6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7067922188(NAD 83) DF6606_MARKER: DD = SURVEY DISK DF6606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6606_STAMPING: WEST NEWTON 7 2001 DF6606_MARK LOGO: MN-103 DF6606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6606+SATELLITE: SATELLITE OBSERVATIONS - 2001 DF6606 DF6606 HISTORY - Date Condition Report By DF6606 HISTORY - 2001 MONUMENTED MN-103 DF6606 DF6606 STATION DESCRIPTION DF6606 DF6606'DESCRIBED BY NICOLLET COUNTY MINNESOTA 2001 DF6606'THE MARK IS 6 MI (9.7 KM) NW OF ST GEORGE, 2.4 MI (3.9 KM) WEST ALONG DF6606'CSAH 5 FROM JCT OF CSAH 16 AND CSAH 5 IN ST GEORGE, THENCE 2.5 MI (4.0 DF6606'KM) NORTH ON CSAH 22, THENCE 2.6 MI (4.2 KM) WEST ON TWP RD 21, 70 FT DF6606'(21.3 M) SSW OF P-POLE, 30 FT (9.1 M) EAST OF DRAINAGE CULVERT, 29 FT DF6606'(8.8 M) SOUTH OF TWP RD 21, 13 FT (4.0 M) WEST OF FIELD ENT, 5.0 FT DF6606'(1.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.