1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0119 *********************************************************************** QP0119 DESIGNATION - 4901 J QP0119 PID - QP0119 QP0119 STATE/COUNTY- MN/MORRISON QP0119 USGS QUAD - LITTLE FALLS EAST (1978) QP0119 QP0119 *CURRENT SURVEY CONTROL QP0119 ___________________________________________________________________ QP0119* NAD 83(1996)- 45 57 20.36009(N) 094 21 44.92955(W) ADJUSTED QP0119* NAVD 88 - 338.458 (meters) 1110.42 (feet) ADJUSTED QP0119 ___________________________________________________________________ QP0119 X - -337,891.799 (meters) COMP QP0119 Y - -4,429,211.481 (meters) COMP QP0119 Z - 4,562,046.440 (meters) COMP QP0119 LAPLACE CORR- -1.36 (seconds) DEFLEC99 QP0119 ELLIP HEIGHT- 311.89 (meters) (07/29/03) GPS OBS QP0119 GEOID HEIGHT- -26.60 (meters) GEOID99 QP0119 DYNAMIC HT - 338.466 (meters) 1110.45 (feet) COMP QP0119 MODELED GRAV- 980,627.9 (mgal) NAVD 88 QP0119 QP0119 HORZ ORDER - FIRST QP0119 VERT ORDER - FIRST CLASS I QP0119 ELLP ORDER - FOURTH CLASS I QP0119 QP0119.The horizontal coordinates were established by GPS observations QP0119.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0119 QP0119.The orthometric height was determined by differential leveling QP0119.and adjusted by the National Geodetic Survey in June 1991. QP0119 QP0119.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0119 QP0119.The Laplace correction was computed from DEFLEC99 derived deflections. QP0119 QP0119.The ellipsoidal height was determined by GPS observations QP0119.and is referenced to NAD 83. QP0119 QP0119.The geoid height was determined by GEOID99. QP0119 QP0119.The dynamic height is computed by dividing the NAVD 88 QP0119.geopotential number by the normal gravity value computed on the QP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0119.degrees latitude (g = 980.6199 gals.). QP0119 QP0119.The modeled gravity was interpolated from observed gravity values. QP0119 QP0119; North East Units Scale Converg. QP0119;SPC MN C - 206,223.529 791,280.430 MT 0.99994381 -0 04 52.9 QP0119;UTM 15 - 5,090,022.996 394,416.057 MT 0.99973705 -0 58 46.0 QP0119 QP0119 SUPERSEDED SURVEY CONTROL QP0119 QP0119 NGVD 29 - 338.318 (m) 1109.96 (f) ADJ UNCH 1 1 QP0119 QP0119.Superseded values are not recommended for survey control. QP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0119.See file dsdata.txt to determine how the superseded data were derived. QP0119 QP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9441690023(NAD 83) QP0119_MARKER: DB = BENCH MARK DISK QP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QP0119_STAMPING: 4901 J 1973 QP0119_MARK LOGO: MNHD QP0119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0119+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0119 QP0119 HISTORY - Date Condition Report By QP0119 HISTORY - 1973 MONUMENTED MNDT QP0119 HISTORY - 1976 GOOD NGS QP0119 HISTORY - 20001010 GOOD MNDT QP0119 QP0119 STATION DESCRIPTION QP0119 QP0119'DESCRIBED BY MN DEPT OF TRANSP 1973 QP0119'0.5 MI S FROM LITTLE FALLS. QP0119'THE MARK IS 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION QP0119'OF TRUNK HIGHWAY 10, 27 AND 371 (EAST BROADWAY AVENUE AND 1ST STREET) QP0119'IN LITTLE FALLS. IT IS 47 FEET EAST OF TRUNK HIGHWAY 10 NORTHBOUND QP0119'CENTERLINE, 125 FEET NORTH OF THE CENTER OF T ROAD EAST (TOWNSHIP QP0119'ROAD), 32 FEET WEST OF WEST FACE OF 1 STORY SHOWROOM BUILDING QP0119'(LIGHTHOUSE FORD) AND 219 FEET SOUTH OF TRUNK HIGHWAY 10 MILEPOST QP0119'NUMBER 147. THE MARK IS SET IN THE TOP OF A CONCRETE POST THAT IS QP0119'FLUSH WITH THE GROUND AND IS 0.5 FEET WEST OF A STEEL WITNESS POST. IT QP0119'IS ABOUT LEVEL WITH TRUNK HIGHWAY 10. SW SECTION 17, T 40N, R 32W. QP0119 QP0119 STATION RECOVERY (1976) QP0119 QP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 QP0119'1.5 MILES SOUTH ALONG U.S. HIGHWAY 10 (FIRST STREET SOUTHEAST) FROM QP0119'THE JUNCTION OF STATE HIGHWAY 27 (BROADWAY EAST), AT THE JUNCTION OF QP0119'AN ASPHALT ROAD LEADING EAST, 47 FT. EAST OF THE CENTER LINE OF THE QP0119'EAST HIGHWAY LANES, 219 FT. SOUTH OF HIGHWAY MILEPOST 147, 125.5 FT. QP0119'NORTH OF THE CENTER LINE OF THE ROAD, 35.2 FT. WEST OF THE NORTHWEST QP0119'CORNER OF THE SHOWROOM OF THE LIGHTHOUSE FORD BUILDING, 30 FT. SOUTH QP0119'OF A POWER LINE POLE, 6 FT. SOUTH OF A STEEL POST BEARING A LIGHT, QP0119'L FT. NORTH OF A HIGHWAY RW SIIGN POST. QP0119 QP0119 STATION RECOVERY (2000) QP0119 QP0119'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 QP0119'RECOVERED SOUTH OF LITTLE FALLS, 1.5 MI (2.4 KM) SOUTH OF TH 27 AT JCT QP0119'OF CO RD 76 (OLD TH 10) AND ROAD TO EAST, 47 FT (14.3 M) EAST OF NB CO QP0119'RD 76, 125.5 FT (38.3 M) NORTH OF BIT RD, 35.2 FT (10.7 M) WEST OF NW QP0119'CORNER OF BUILDING, 30 FT (9.1 M) SOUTH OF P-POLE, 5 FT (1.5 M) SOUTH QP0119'OF LIGHT POST, 1.0 FT (0.3 M) WEST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0232 *********************************************************************** RO0232 DESIGNATION - 4902 B RO0232 PID - RO0232 RO0232 STATE/COUNTY- MN/MORRISON RO0232 USGS QUAD - RANDALL EAST (1989) RO0232 RO0232 *CURRENT SURVEY CONTROL RO0232 ___________________________________________________________________ RO0232* NAD 83(1996)- 46 04 46.77491(N) 094 29 29.00947(W) ADJUSTED RO0232* NAVD 88 - 362.247 (meters) 1188.47 (feet) ADJUSTED RO0232 ___________________________________________________________________ RO0232 X - -347,080.914 (meters) COMP RO0232 Y - -4,418,568.617 (meters) COMP RO0232 Z - 4,571,635.596 (meters) COMP RO0232 LAPLACE CORR- 0.77 (seconds) DEFLEC99 RO0232 ELLIP HEIGHT- 335.61 (meters) (07/29/03) GPS OBS RO0232 GEOID HEIGHT- -26.67 (meters) GEOID99 RO0232 DYNAMIC HT - 362.257 (meters) 1188.50 (feet) COMP RO0232 MODELED GRAV- 980,630.0 (mgal) NAVD 88 RO0232 RO0232 HORZ ORDER - FIRST RO0232 VERT ORDER - SECOND CLASS 0 RO0232 ELLP ORDER - FOURTH CLASS I RO0232 RO0232.The horizontal coordinates were established by GPS observations RO0232.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0232 RO0232.The orthometric height was determined by differential leveling RO0232.and adjusted by the National Geodetic Survey in June 1991. RO0232 RO0232.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0232 RO0232.The Laplace correction was computed from DEFLEC99 derived deflections. RO0232 RO0232.The ellipsoidal height was determined by GPS observations RO0232.and is referenced to NAD 83. RO0232 RO0232.The geoid height was determined by GEOID99. RO0232 RO0232.The dynamic height is computed by dividing the NAVD 88 RO0232.geopotential number by the normal gravity value computed on the RO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0232.degrees latitude (g = 980.6199 gals.). RO0232 RO0232.The modeled gravity was interpolated from observed gravity values. RO0232 RO0232; North East Units Scale Converg. RO0232;SPC MN C - 220,028.191 781,329.169 MT 0.99993190 -0 10 28.6 RO0232;UTM 15 - 5,103,979.457 384,684.411 MT 0.99976347 -1 04 27.7 RO0232 RO0232 SUPERSEDED SURVEY CONTROL RO0232 RO0232 NGVD 29 - 362.072 (m) 1187.90 (f) ADJ UNCH 2 0 RO0232 RO0232.Superseded values are not recommended for survey control. RO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0232.See file dsdata.txt to determine how the superseded data were derived. RO0232 RO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8468403979(NAD 83) RO0232_MARKER: DV = VERTICAL CONTROL DISK RO0232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED RO0232+WITH SETTING: INTO GROUND RO0232_STAMPING: 4902 B 1973 RO0232_MARK LOGO: MNHD RO0232_MAGNETIC: I = MARKER IS A STEEL ROD RO0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0232+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0232 RO0232 HISTORY - Date Condition Report By RO0232 HISTORY - 1973 MONUMENTED MNDT RO0232 HISTORY - 20001009 GOOD MNDT RO0232 RO0232 STATION DESCRIPTION RO0232 RO0232'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0232'0.8 MI SE FROM RANDALL. RO0232'THE MARK IS 0.75 MILE MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM RO0232'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AT MILE POINT RO0232'135.8. IT IS 174 FEET NORTHEAST OF TRUNK HIGHWAY 10 (INPLACE) RO0232'CENTERLINE STATION 475+, ABOUT 250 FEET SOUTHEAST OF PROPOSED TRUNK RO0232'HIGHWAY 115 CONNECTION (EAST) 55 FEET EAST OF OLD TRUNK HIGHWAY 10 RO0232'CENTERLINE ON CURVE, 45 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE RO0232'BURLINGTON NORTHERN RAILROAD, 84 FEET NORTHWEST OF TELEGRAPH POLE RO0232'NUMBER 4, AND 47 FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 5. THE MARK RO0232'IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER COATED RO0232'STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS 1 FOOT SOUTHWEST OF A RO0232'STEEL WITNESS POST AND IS 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 10. RO0232'SE 1/4 SECTION 8, T130N, R 30W. RO0232 RO0232 STATION RECOVERY (2000) RO0232 RO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0232'THE MARK WAS RECOVERED AT TH 10 MP 135.65, 0.8 MI (1.3 KM) SE OF RO0232'RANDALL, 174 FT (53.0 M) NE OF WB TH 10, 147 FT (44.8 M) ESE OF TH RO0232'115, 55 FT (16.8 M) EAST OF OLD TH 10, 45 FT (13.7 M) SW OF SW RR RO0232'RAIL, 47 FT (14.3 M) SE OF T-POLE, 1 FT (0.3 M) SW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0234 *********************************************************************** RO0234 DESIGNATION - 4902 D RO0234 PID - RO0234 RO0234 STATE/COUNTY- MN/MORRISON RO0234 USGS QUAD - RANDALL EAST (1989) RO0234 RO0234 *CURRENT SURVEY CONTROL RO0234 ___________________________________________________________________ RO0234* NAD 83(1996)- 46 03 38.46419(N) 094 28 08.93578(W) ADJUSTED RO0234* NAVD 88 - 365.345 (meters) 1198.64 (feet) ADJUSTED RO0234 ___________________________________________________________________ RO0234 X - -345,484.104 (meters) COMP RO0234 Y - -4,420,219.670 (meters) COMP RO0234 Z - 4,570,174.533 (meters) COMP RO0234 LAPLACE CORR- 0.07 (seconds) DEFLEC99 RO0234 ELLIP HEIGHT- 338.79 (meters) (07/29/03) GPS OBS RO0234 GEOID HEIGHT- -26.65 (meters) GEOID99 RO0234 DYNAMIC HT - 365.354 (meters) 1198.67 (feet) COMP RO0234 MODELED GRAV- 980,630.3 (mgal) NAVD 88 RO0234 RO0234 HORZ ORDER - FIRST RO0234 VERT ORDER - SECOND CLASS 0 RO0234 ELLP ORDER - FOURTH CLASS I RO0234 RO0234.The horizontal coordinates were established by GPS observations RO0234.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0234 RO0234.The orthometric height was determined by differential leveling RO0234.and adjusted by the National Geodetic Survey in June 1991. RO0234 RO0234.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0234 RO0234.The Laplace correction was computed from DEFLEC99 derived deflections. RO0234 RO0234.The ellipsoidal height was determined by GPS observations RO0234.and is referenced to NAD 83. RO0234 RO0234.The geoid height was determined by GEOID99. RO0234 RO0234.The dynamic height is computed by dividing the NAVD 88 RO0234.geopotential number by the normal gravity value computed on the RO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0234.degrees latitude (g = 980.6199 gals.). RO0234 RO0234.The modeled gravity was interpolated from observed gravity values. RO0234 RO0234; North East Units Scale Converg. RO0234;SPC MN C - 217,914.195 783,043.728 MT 0.99993342 -0 09 30.7 RO0234;UTM 15 - 5,101,839.169 386,365.278 MT 0.99975874 -1 03 28.8 RO0234 RO0234 SUPERSEDED SURVEY CONTROL RO0234 RO0234 NGVD 29 - 365.172 (m) 1198.07 (f) ADJ UNCH 2 0 RO0234 RO0234.Superseded values are not recommended for survey control. RO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0234.See file dsdata.txt to determine how the superseded data were derived. RO0234 RO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8636501839(NAD 83) RO0234_MARKER: DV = VERTICAL CONTROL DISK RO0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0234_STAMPING: 4902 D 1973 RO0234_MARK LOGO: MNHD RO0234_PROJECTION: PROJECTING 3 CENTIMETERS RO0234_MAGNETIC: I = MARKER IS A STEEL ROD RO0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0234+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0234 RO0234 HISTORY - Date Condition Report By RO0234 HISTORY - 1973 MONUMENTED MNDT RO0234 HISTORY - 20001009 GOOD MNDT RO0234 RO0234 STATION DESCRIPTION RO0234 RO0234'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0234'2 MI SE FROM RANDALL. RO0234'THE MARK IS 2.45 MILES MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM RO0234'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 IN RANDALL AND IS AT MILE RO0234'POINT 137.5. IT IS 140 FEET NORTHEAST OF THE CENTERLINE OF TRUNK RO0234'HIGHWAY 10, 50.5 FEET NORTHEAST OF NORTHEAST RAIL (OPPOSITE MILE POINT RO0234'113+5138) OF THE BURLINGTON NORTHERN RAILROAD, 166.5 FEET EAST RO0234'SOUTHEAST OF RAILROAD MILE POST NUMBER 114, 15 FEET SOUTHEAST OF RO0234'PRIVATE DRIVEWAY TO FARMSTEAD, 6 FEET NORTH OF UNDERGROUND CABLE RO0234'MARKER, 2 FEET NORTHEAST OF FENCE LINE, 95 FEET NORTHWEST OF A RO0234'TELEGRAPH POLE AND 36.5 FEET SOUTHEAST OF TELEGRAPH POLE G. THE MARK RO0234'IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 14 FOOT LONG COPPER RO0234'COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS 1.6 FEET RO0234'NORTHEAST OF A STEEL WITNESS POST, IS ABOUT LEVEL WITH TRUNK HIGHWAY RO0234'10 AND IS 5 FEET BELOW THE LEVEL OF THE RAILROAD. NE 1/4 SECTION 21, RO0234'T 130N, R 30W. RO0234 RO0234 STATION RECOVERY (2000) RO0234 RO0234'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0234'RECOVERED IN NW 1/4 OF SECTION 21, 1.6 MI (2.6 KM) SE OF JCT OF TH 115 RO0234'AND TH 10 IN RANDALL AT TH 10 MP 137.25, 142 FT (43.3 M) NE OF WB TH RO0234'10, 50.5 FT (15.4 M) NE OF NE RR RAIL, 166.5 FT (50.7 M) ESE OF RO0234'MILEPOST 114, 15 FT (4.6 M) SE OF DRIVEWAY, 6 FT (1.8 M) NORTH OF RO0234'CABLE MARKER, 2 FT (0.6 M) NE OF FENCELINE, 95 FT (29.0 M) NW OF RO0234'T-POLE, 36.5 FT (11.1 M) SE OF T-POLE, 1.6 FT (0.5 M) NE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0237 *********************************************************************** RO0237 DESIGNATION - 4902 G RO0237 PID - RO0237 RO0237 STATE/COUNTY- MN/MORRISON RO0237 USGS QUAD - RANDALL EAST (1989) RO0237 RO0237 *CURRENT SURVEY CONTROL RO0237 ___________________________________________________________________ RO0237* NAD 83(1996)- 46 02 03.50006(N) 094 26 00.25139(W) ADJUSTED RO0237* NAVD 88 - 353.669 (meters) 1160.33 (feet) ADJUSTED RO0237 ___________________________________________________________________ RO0237 X - -342,888.902 (meters) COMP RO0237 Y - -4,422,530.881 (meters) COMP RO0237 Z - 4,568,130.946 (meters) COMP RO0237 LAPLACE CORR- -0.68 (seconds) DEFLEC99 RO0237 ELLIP HEIGHT- 327.07 (meters) (07/29/03) GPS OBS RO0237 GEOID HEIGHT- -26.63 (meters) GEOID99 RO0237 DYNAMIC HT - 353.678 (meters) 1160.36 (feet) COMP RO0237 MODELED GRAV- 980,630.5 (mgal) NAVD 88 RO0237 RO0237 HORZ ORDER - FIRST RO0237 VERT ORDER - SECOND CLASS 0 RO0237 ELLP ORDER - FOURTH CLASS I RO0237 RO0237.The horizontal coordinates were established by GPS observations RO0237.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0237 RO0237.The orthometric height was determined by differential leveling RO0237.and adjusted by the National Geodetic Survey in June 1991. RO0237 RO0237.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0237 RO0237.The Laplace correction was computed from DEFLEC99 derived deflections. RO0237 RO0237.The ellipsoidal height was determined by GPS observations RO0237.and is referenced to NAD 83. RO0237 RO0237.The geoid height was determined by GEOID99. RO0237 RO0237.The dynamic height is computed by dividing the NAVD 88 RO0237.geopotential number by the normal gravity value computed on the RO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0237.degrees latitude (g = 980.6199 gals.). RO0237 RO0237.The modeled gravity was interpolated from observed gravity values. RO0237 RO0237; North East Units Scale Converg. RO0237;SPC MN C - 214,975.289 785,802.694 MT 0.99993572 -0 07 57.6 RO0237;UTM 15 - 5,098,857.859 389,077.291 MT 0.99975125 -1 01 54.5 RO0237 RO0237 SUPERSEDED SURVEY CONTROL RO0237 RO0237 NGVD 29 - 353.501 (m) 1159.78 (f) ADJ UNCH 2 0 RO0237 RO0237.Superseded values are not recommended for survey control. RO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0237.See file dsdata.txt to determine how the superseded data were derived. RO0237 RO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8907798858(NAD 83) RO0237_MARKER: DV = VERTICAL CONTROL DISK RO0237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0237_STAMPING: 4902 G 1973 RO0237_MARK LOGO: MNHD RO0237_MAGNETIC: I = MARKER IS A STEEL ROD RO0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0237+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0237 RO0237 HISTORY - Date Condition Report By RO0237 HISTORY - 1973 MONUMENTED MNDT RO0237 HISTORY - 20001009 GOOD MNDT RO0237 RO0237 STATION DESCRIPTION RO0237 RO0237'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0237'4.5 MI SE FROM RANDALL. RO0237'THE MARK IS 5 MILES MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE RO0237'JUNCTION TRUNK HIGHWAYS 10 AND 115 AT RANDALL. IT IS NEAR THE RO0237'JUNCTION OF TRUNK HIGHWAY 10 AND A EAST-WEST TOWNSHIP ROAD AND MILE RO0237'POST 140. IT IS 259 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY RO0237'10, 178 FEET SOUTH OF CENTER OF TOWNSHIP ROAD, 145 FEET NORTHWEST OF RO0237'THE NORTHWEST CORNER OF CONCRETE BLOCK CHURCH (IMMANUAL DARLING RO0237'LUTHERAN), 40.6 FEET SOUTH OF 36 INCH WHITE PINE TREE, 15 FEET NORTH RO0237'OF CENTER OF CEMETERY ENTRANCE, AND 40 FEET EAST OF EAST FACE OF RO0237'HEADSTONE (THELANDER). THE MARK IS CRIMPED ON TOP OF A 5/8 INCH RO0237'DIAMETER BY 16 FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE RO0237'GROUND. IT IS ABOUT 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 10. NE RO0237'1/4 SECTION 34, T 130W, R 30W. RO0237 RO0237 STATION RECOVERY (2000) RO0237 RO0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0237'RECOVERED 3.8 MI (6.1 KM) SE OF JCT OF TH 10 AND TH 115 IN RANDALL, AT RO0237'TH 10 MP 139.45, 259 FT (78.9 M) SW OF TH 10, 28.7 FT (8.7 M) SW OF RO0237'WIT POST, 145 FT (44.2 M) NW OF NW CORNER OF CHURCH, 15 FT (4.6 M) RO0237'NORTH OF ENTRANCE, 40 FT (12.2 M) EAST OF THELANDER MARKER. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0241 *********************************************************************** RO0241 DESIGNATION - 4902 L RO0241 PID - RO0241 RO0241 STATE/COUNTY- MN/MORRISON RO0241 USGS QUAD - RANDALL EAST (1989) RO0241 RO0241 *CURRENT SURVEY CONTROL RO0241 ___________________________________________________________________ RO0241* NAD 83(1986)- 46 00 24. (N) 094 23 37. (W) SCALED RO0241* NAVD 88 - 346.047 (meters) 1135.32 (feet) ADJUSTED RO0241 ___________________________________________________________________ RO0241 GEOID HEIGHT- -26.61 (meters) GEOID99 RO0241 DYNAMIC HT - 346.056 (meters) 1135.35 (feet) COMP RO0241 MODELED GRAV- 980,630.0 (mgal) NAVD 88 RO0241 RO0241 VERT ORDER - SECOND CLASS 0 RO0241 RO0241.The horizontal coordinates were scaled from a topographic map and have RO0241.an estimated accuracy of +/- 6 seconds. RO0241 RO0241.The orthometric height was determined by differential leveling RO0241.and adjusted by the National Geodetic Survey in June 1991. RO0241 RO0241.The geoid height was determined by GEOID99. RO0241 RO0241.The dynamic height is computed by dividing the NAVD 88 RO0241.geopotential number by the normal gravity value computed on the RO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0241.degrees latitude (g = 980.6199 gals.). RO0241 RO0241.The modeled gravity was interpolated from observed gravity values. RO0241 RO0241; North East Units Estimated Accuracy RO0241;SPC MN C - 211,900. 788,880. MT (+/- 180 meters Scaled) RO0241 RO0241 SUPERSEDED SURVEY CONTROL RO0241 RO0241 NGVD 29 - 345.882 (m) 1134.78 (f) ADJ UNCH 2 0 RO0241 RO0241.Superseded values are not recommended for survey control. RO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0241.See file dsdata.txt to determine how the superseded data were derived. RO0241 RO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL921957(NAD 83) RO0241_MARKER: DV = VERTICAL CONTROL DISK RO0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0241_STAMPING: 4902 L 1973 RO0241_MARK LOGO: MNHD RO0241_MAGNETIC: I = MARKER IS A STEEL ROD RO0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0241+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000 RO0241 RO0241 HISTORY - Date Condition Report By RO0241 HISTORY - 1973 MONUMENTED MNDT RO0241 HISTORY - 20001011 GOOD MNDT RO0241 RO0241 STATION DESCRIPTION RO0241 RO0241'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0241'1.5 MI NW FROM LITTLE FALLS. RO0241'THE MARK IS 2.55 MILES MEASURED NORTHEASTERLY ALONG TRUNK HIGHWAY 10 RO0241'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 28 IN LITTLE FALLS AND RO0241'IS AT MILE POINT 142.65. IT IS 136 FEET NORTHEAST OF THE CENTERLINE RO0241'OF TRUNK HIGHWAY 10, 47.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RO0241'BURLINGTON NORTHERN RAILROAD TRACKS, 15 FEET SOUTHEAST OF THE CENTER RO0241'OF A DRIVEWAY (NORTHEAST) TO A FARM, 43 FEET SOUTHEAST OF A TELEGRAPH RO0241'POLE AND 3.4 FEET NORTHWEST OF A POWER POLE. THE MARK IS CRIMPED ON RO0241'TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD RO0241'DRIVEN FLUSH WITH THE GROUND. IT IS 1.3 FEET SOUTHWEST OF A STEEL RO0241'WITNESS POST. SE 1/4 SECTION 1, T 129N, R 30W. RO0241 RO0241 STATION RECOVERY (2000) RO0241 RO0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0241'3.8 MI (6.1 KM) NW ON TH 10 FROM JCT OF TH 27 IN LITTLE FALLS, AT TH RO0241'10 MP 141.85, 325 FT (99.1 M) NE OF WB TH 10, 136 FT (41.5 M) NE OF CO RO0241'RD 52, 47 FT (14.3 M) NE OF NE RR RAIL, 15 FT (4.6 M) SE OF DRIVEWAY, RO0241'43 FT (13.1 M) SE OF T-POLE, 3.4 FT (1.0 M) NW OF P-POLE, 1.3 FT (0.4 RO0241'M) SW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0308 *********************************************************************** RO0308 DESIGNATION - 4903 S RO0308 PID - RO0308 RO0308 STATE/COUNTY- MN/MORRISON RO0308 USGS QUAD - CUSHING (1981) RO0308 RO0308 *CURRENT SURVEY CONTROL RO0308 ___________________________________________________________________ RO0308* NAD 83(1996)- 46 07 32.27580(N) 094 33 31.01019(W) ADJUSTED RO0308* NAVD 88 - 377.323 (meters) 1237.93 (feet) ADJUSTED RO0308 ___________________________________________________________________ RO0308 X - -351,972.925 (meters) COMP RO0308 Y - -4,414,497.986 (meters) COMP RO0308 Z - 4,575,189.682 (meters) COMP RO0308 LAPLACE CORR- 1.31 (seconds) DEFLEC99 RO0308 ELLIP HEIGHT- 350.58 (meters) (07/29/03) GPS OBS RO0308 GEOID HEIGHT- -26.77 (meters) GEOID99 RO0308 DYNAMIC HT - 377.328 (meters) 1237.95 (feet) COMP RO0308 MODELED GRAV- 980,615.4 (mgal) NAVD 88 RO0308 RO0308 HORZ ORDER - FIRST RO0308 VERT ORDER - SECOND CLASS 0 RO0308 ELLP ORDER - FOURTH CLASS I RO0308 RO0308.The horizontal coordinates were established by GPS observations RO0308.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0308 RO0308.The orthometric height was determined by differential leveling RO0308.and adjusted by the National Geodetic Survey in June 1991. RO0308 RO0308.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0308 RO0308.The Laplace correction was computed from DEFLEC99 derived deflections. RO0308 RO0308.The ellipsoidal height was determined by GPS observations RO0308.and is referenced to NAD 83. RO0308 RO0308.The geoid height was determined by GEOID99. RO0308 RO0308.The dynamic height is computed by dividing the NAVD 88 RO0308.geopotential number by the normal gravity value computed on the RO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0308.degrees latitude (g = 980.6199 gals.). RO0308 RO0308.The modeled gravity was interpolated from observed gravity values. RO0308 RO0308; North East Units Scale Converg. RO0308;SPC MN C - 225,155.841 776,149.671 MT 0.99992866 -0 13 23.7 RO0308;UTM 15 - 5,109,187.008 379,586.914 MT 0.99977824 -1 07 25.2 RO0308 RO0308 SUPERSEDED SURVEY CONTROL RO0308 RO0308 NGVD 29 - 377.135 (m) 1237.32 (f) ADJ UNCH 2 0 RO0308 RO0308.Superseded values are not recommended for survey control. RO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0308.See file dsdata.txt to determine how the superseded data were derived. RO0308 RO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7958709187(NAD 83) RO0308_MARKER: DV = VERTICAL CONTROL DISK RO0308_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0308_STAMPING: 4903 S 1973 RO0308_MARK LOGO: MNDT RO0308_PROJECTION: RECESSED 5 CENTIMETERS RO0308_MAGNETIC: I = MARKER IS A STEEL ROD RO0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0308+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0308 RO0308 HISTORY - Date Condition Report By RO0308 HISTORY - 1973 MONUMENTED MNDT RO0308 HISTORY - 19951003 GOOD MNDT RO0308 HISTORY - 20001009 GOOD MNDT RO0308 RO0308 STATION DESCRIPTION RO0308 RO0308'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0308'1.4 MI SE FROM CUSHING. RO0308'THE MARK IS 3.95 MILE MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM RO0308'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AND IS AT RO0308'MILEPOINT 131.1. IT IS 151.5 FEET NORTHEAST OF TRUNK HIGHWAY 10, 51.5 RO0308'FEET NORTHEAST OF NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD RO0308'TRACKS, 71.8 FEET SOUTHEAST OF A RAILROAD CROSSING POST, 49 FEET RO0308'SOUTHEAST OF THE CENTER OF A TOWNSHIP ROAD, 49 FEET SOUTHEAST OF THE RO0308'CENTER OF A TOWNSHIP ROAD (PARALLELING TRUNK HIGHWAY 10) AND 4 FEET RO0308'SOUTH OF A TELEGRAPH POLE. THE MARK IS CRIMPED ON TOP OF A 5/8 INCH RO0308'DIAMETER BY 16 FOOT COPPER-COATED STEEL ROAD DRIVEN INTO THE GROUND. RO0308'IT IS 0.8 FOOT WEST OF A STEEL WITNESS, PROJECTS 2 INCHES ABOVE THE RO0308'GROUND, IS ABOUT LEVEL WITH THE RAILROAD AND IS 3 FEET BELOW THE LEVEL RO0308'OF TRUNK HIGHWAY 10. NOTE-- ALL DISTANCES ARE WITH RESPECT TO RO0308'CENTERLINE UNLESS OTHERWISE STATED. SE1/4 SECTION 27, T 131N, R 31W. RO0308 RO0308 STATION RECOVERY (1995) RO0308 RO0308'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS) RO0308'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SE OF THE TOWN OF CUSHING, RO0308'4.65 MI (7.48 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH 115, AT RO0308'TH 10 MP 131.1, 217 FT (66.1 M) NE OF WB TH 10, 51.1 FT (15.6 M) NE OF RO0308'THE NE RAIL OF THE RR TRACKS, 74.0 FT (22.6 M) EAST OF A RR CROSSING RO0308'POST, 71.0 FT (21.6 M) SE OF A RR CROSSING POST, 49 FT (14.9 M) SE OF RO0308'A TWP RD, 4 FT (1.2 M) SOUTH OF A T-POLE, AND 0.8 FT (24.4 CM) WEST OF RO0308'A WITNESS POST. RO0308 RO0308 STATION RECOVERY (2000) RO0308 RO0308'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0308'RECOVERED AS DESCRIBED, EXCEPT RR CROSSING POST IS GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0311 *********************************************************************** RO0311 DESIGNATION - 4903 V RO0311 PID - RO0311 RO0311 STATE/COUNTY- MN/MORRISON RO0311 USGS QUAD - RANDALL WEST (1981) RO0311 RO0311 *CURRENT SURVEY CONTROL RO0311 ___________________________________________________________________ RO0311* NAD 83(1996)- 46 06 43.52675(N) 094 31 42.07343(W) ADJUSTED RO0311* NAVD 88 - 366.117 (meters) 1201.17 (feet) ADJUSTED RO0311 ___________________________________________________________________ RO0311 X - -349,726.451 (meters) COMP RO0311 Y - -4,415,757.115 (meters) COMP RO0311 Z - 4,574,138.239 (meters) COMP RO0311 LAPLACE CORR- 1.37 (seconds) DEFLEC99 RO0311 ELLIP HEIGHT- 339.41 (meters) (07/29/03) GPS OBS RO0311 GEOID HEIGHT- -26.73 (meters) GEOID99 RO0311 DYNAMIC HT - 366.124 (meters) 1201.19 (feet) COMP RO0311 MODELED GRAV- 980,623.0 (mgal) NAVD 88 RO0311 RO0311 HORZ ORDER - FIRST RO0311 VERT ORDER - SECOND CLASS 0 RO0311 ELLP ORDER - FOURTH CLASS I RO0311 RO0311.The horizontal coordinates were established by GPS observations RO0311.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0311 RO0311.The orthometric height was determined by differential leveling RO0311.and adjusted by the National Geodetic Survey in June 1991. RO0311 RO0311.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0311 RO0311.The Laplace correction was computed from DEFLEC99 derived deflections. RO0311 RO0311.The ellipsoidal height was determined by GPS observations RO0311.and is referenced to NAD 83. RO0311 RO0311.The geoid height was determined by GEOID99. RO0311 RO0311.The dynamic height is computed by dividing the NAVD 88 RO0311.geopotential number by the normal gravity value computed on the RO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0311.degrees latitude (g = 980.6199 gals.). RO0311 RO0311.The modeled gravity was interpolated from observed gravity values. RO0311 RO0311; North East Units Scale Converg. RO0311;SPC MN C - 223,642.115 778,482.944 MT 0.99992955 -0 12 04.9 RO0311;UTM 15 - 5,107,637.045 381,895.757 MT 0.99977147 -1 06 05.8 RO0311 RO0311 SUPERSEDED SURVEY CONTROL RO0311 RO0311 NGVD 29 - 365.934 (m) 1200.57 (f) ADJ UNCH 2 0 RO0311 RO0311.Superseded values are not recommended for survey control. RO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0311.See file dsdata.txt to determine how the superseded data were derived. RO0311 RO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8189607637(NAD 83) RO0311_MARKER: DV = VERTICAL CONTROL DISK RO0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0311_STAMPING: 4903 V 1973 RO0311_MARK LOGO: MNHD RO0311_PROJECTION: FLUSH RO0311_MAGNETIC: I = MARKER IS A STEEL ROD RO0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0311+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0311 RO0311 HISTORY - Date Condition Report By RO0311 HISTORY - 1973 MONUMENTED MNDT RO0311 HISTORY - 20001009 GOOD MNDT RO0311 RO0311 STATION DESCRIPTION RO0311 RO0311'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0311'2.15 MI NW FROM RANDALL. RO0311'THE MARK IS 2.15 MILES NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAYS 10 RO0311'AND 115 AT RANDALL AND IS AT MILEPOINT 132.85. IT IS 139.4 FEET RO0311'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 10, 46.4 FEET NORTHEAST RO0311'OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 0.05 RO0311'MILE SOUTH OF RAILROAD SIGNALS AT NORTH END OF SPUR TRACK, 1.5 FEET RO0311'SOUTHEAST OF A FENCE LINE, 16.6 FEET NORTH OF A TELEGRAPH POLE AND 40 RO0311'FEET NORTHWEST OF CENTER OF FIELD ENTRANCE. THE MARK IS CRIMPED ON RO0311'TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-COATED STEEL ROD RO0311'DRIVEN FLUSH WITH THE GROUND. IT IS SOUTHWEST OF A STEEL WITNESS POST RO0311'AND IS ABOUT LEVEL WITH THE RAILROAD AND THE HIGHWAY. SW1/4 SECTION RO0311'36, T 131N, R 31W. RO0311 RO0311 STATION RECOVERY (2000) RO0311 RO0311'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0311'THE MARK WAS RECOVERED 2.1 MI (3.4 KM) NW ON TH 10 FROM JCT OF CO RD RO0311'104 AT RANDALL, 160 FT (48.8 M) NE OF WB TH 10, AT TH 10 MP 132.85, RO0311'46.4 FT (14.1 M) NE OF NE RR RAIL, 0.05 MI (0.08 KM) SOUTH OF RR RO0311'SIGNAL, 1.5 FT (0.5 M) SE OF FENCE LINE, 16.6 FT (5.1 M) NORTH OF RO0311'T-POLE, 40 FT (12.2 M) NW OF ENTRANCE, SW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0312 *********************************************************************** RO0312 DESIGNATION - 4903 W RO0312 PID - RO0312 RO0312 STATE/COUNTY- MN/MORRISON RO0312 USGS QUAD - RANDALL WEST (1981) RO0312 RO0312 *CURRENT SURVEY CONTROL RO0312 ___________________________________________________________________ RO0312* NAD 83(1996)- 46 05 47.17625(N) 094 30 41.71344(W) ADJUSTED RO0312* NAVD 88 - 358.496 (meters) 1176.17 (feet) ADJUSTED RO0312 ___________________________________________________________________ RO0312 X - -348,532.451 (meters) COMP RO0312 Y - -4,417,103.967 (meters) COMP RO0312 Z - 4,572,926.375 (meters) COMP RO0312 LAPLACE CORR- 1.25 (seconds) DEFLEC99 RO0312 ELLIP HEIGHT- 331.83 (meters) (07/29/03) GPS OBS RO0312 GEOID HEIGHT- -26.70 (meters) GEOID99 RO0312 DYNAMIC HT - 358.505 (meters) 1176.20 (feet) COMP RO0312 MODELED GRAV- 980,628.2 (mgal) NAVD 88 RO0312 RO0312 HORZ ORDER - FIRST RO0312 VERT ORDER - SECOND CLASS 0 RO0312 ELLP ORDER - FOURTH CLASS I RO0312 RO0312.The horizontal coordinates were established by GPS observations RO0312.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0312 RO0312.The orthometric height was determined by differential leveling RO0312.and adjusted by the National Geodetic Survey in June 1991. RO0312 RO0312.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0312 RO0312.The Laplace correction was computed from DEFLEC99 derived deflections. RO0312 RO0312.The ellipsoidal height was determined by GPS observations RO0312.and is referenced to NAD 83. RO0312 RO0312.The geoid height was determined by GEOID99. RO0312 RO0312.The dynamic height is computed by dividing the NAVD 88 RO0312.geopotential number by the normal gravity value computed on the RO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0312.degrees latitude (g = 980.6199 gals.). RO0312 RO0312.The modeled gravity was interpolated from observed gravity values. RO0312 RO0312; North East Units Scale Converg. RO0312;SPC MN C - 221,897.954 779,773.275 MT 0.99993064 -0 11 21.2 RO0312;UTM 15 - 5,105,873.112 383,158.327 MT 0.99976782 -1 05 21.2 RO0312 RO0312: Primary Azimuth Mark Grid Az RO0312:SPC MN C - 4903 Y 132 31 39.7 RO0312:UTM 15 - 4903 Y 133 25 39.7 RO0312 RO0312|---------------------------------------------------------------------| RO0312| PID Reference Object Distance Geod. Az | RO0312| dddmmss.s | RO0312| RO0315 4903 Y APPROX. 0.9 KM 1322018.5 | RO0312|---------------------------------------------------------------------| RO0312 RO0312 SUPERSEDED SURVEY CONTROL RO0312 RO0312 NGVD 29 - 358.318 (m) 1175.58 (f) ADJ UNCH 2 0 RO0312 RO0312.Superseded values are not recommended for survey control. RO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0312.See file dsdata.txt to determine how the superseded data were derived. RO0312 RO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8315805873(NAD 83) RO0312_MARKER: DV = VERTICAL CONTROL DISK RO0312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0312_STAMPING: 4903 W 1973 RO0312_MARK LOGO: MNHD RO0312_MAGNETIC: I = MARKER IS A STEEL ROD RO0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0312+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0312 RO0312 HISTORY - Date Condition Report By RO0312 HISTORY - 1973 MONUMENTED MNDT RO0312 HISTORY - 20001009 GOOD MNDT RO0312 RO0312 STATION DESCRIPTION RO0312 RO0312'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0312'0.6 MI NW FROM RANDALL. RO0312'THE MARK IS 0.8 MILE NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAYS 10 RO0312'AND 115 AT RANDALL AND IS AT MILEPOINT 134.2. IT IS 170 FEET RO0312'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 10, 3 FEET EAST OF A RO0312'FENCE LINE, 60 FEET SOUTHWEST OF NORTH GATE POST AND IS SOUTH OF AN RO0312'OAK TREE. THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 40 RO0312'FOOT LONG COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE RO0312'GROUND. IT IS 0.5 FOOT EAST OF A STEEL WITNESS POST AND IS ABOUT RO0312'LEVEL WITH TRUNK HIGHWAY 10. SW1/4 SECTION 6, T 130N, R 30W. RO0312 RO0312 STATION RECOVERY (2000) RO0312 RO0312'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0312'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) NW ON TH 10 FROM JCT OF CO RD RO0312'104 AT RANDALL, AT TH 10 MP 134.2, 131 FT (39.9 M) SW OF SB TH 10, 0.5 RO0312'FT (15.2 CM) EAST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0315 *********************************************************************** RO0315 DESIGNATION - 4903 Y RO0315 PID - RO0315 RO0315 STATE/COUNTY- MN/MORRISON RO0315 USGS QUAD - RANDALL WEST (1981) RO0315 RO0315 *CURRENT SURVEY CONTROL RO0315 ___________________________________________________________________ RO0315* NAD 83(1996)- 46 05 26.76397(N) 094 30 09.51700(W) ADJUSTED RO0315* NAVD 88 - 363.003 (meters) 1190.95 (feet) ADJUSTED RO0315 ___________________________________________________________________ RO0315 X - -347,878.864 (meters) COMP RO0315 Y - -4,417,614.140 (meters) COMP RO0315 Z - 4,572,492.543 (meters) COMP RO0315 LAPLACE CORR- 1.07 (seconds) DEFLEC99 RO0315 ELLIP HEIGHT- 336.35 (meters) (07/29/03) GPS OBS RO0315 GEOID HEIGHT- -26.69 (meters) GEOID99 RO0315 DYNAMIC HT - 363.012 (meters) 1190.98 (feet) COMP RO0315 MODELED GRAV- 980,629.8 (mgal) NAVD 88 RO0315 RO0315 HORZ ORDER - FIRST RO0315 VERT ORDER - SECOND CLASS 0 RO0315 ELLP ORDER - FOURTH CLASS I RO0315 RO0315.The horizontal coordinates were established by GPS observations RO0315.and adjusted by the MN DEPT OF TRANSP in July 2003. RO0315 RO0315.The orthometric height was determined by differential leveling RO0315.and adjusted by the National Geodetic Survey in June 1991. RO0315 RO0315.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0315 RO0315.The Laplace correction was computed from DEFLEC99 derived deflections. RO0315 RO0315.The ellipsoidal height was determined by GPS observations RO0315.and is referenced to NAD 83. RO0315 RO0315.The geoid height was determined by GEOID99. RO0315 RO0315.The dynamic height is computed by dividing the NAVD 88 RO0315.geopotential number by the normal gravity value computed on the RO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0315.degrees latitude (g = 980.6199 gals.). RO0315 RO0315.The modeled gravity was interpolated from observed gravity values. RO0315 RO0315; North East Units Scale Converg. RO0315;SPC MN C - 221,265.509 780,462.798 MT 0.99993106 -0 10 57.9 RO0315;UTM 15 - 5,105,230.021 383,837.720 MT 0.99976588 -1 04 57.7 RO0315 RO0315: Primary Azimuth Mark Grid Az RO0315:SPC MN C - 4903 W 312 31 39.6 RO0315:UTM 15 - 4903 W 313 25 39.4 RO0315 RO0315|---------------------------------------------------------------------| RO0315| PID Reference Object Distance Geod. Az | RO0315| dddmmss.s | RO0315| RO0312 4903 W APPROX. 0.9 KM 3122041.7 | RO0315|---------------------------------------------------------------------| RO0315 RO0315 SUPERSEDED SURVEY CONTROL RO0315 RO0315 NGVD 29 - 362.827 (m) 1190.37 (f) ADJ UNCH 2 0 RO0315 RO0315.Superseded values are not recommended for survey control. RO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0315.See file dsdata.txt to determine how the superseded data were derived. RO0315 RO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8383805230(NAD 83) RO0315_MARKER: DB = BENCH MARK DISK RO0315_SETTING: 65 = ROCK LEDGE RO0315_STAMPING: 4903 Y 1973 RO0315_MARK LOGO: MNHD RO0315_MAGNETIC: N = NO MAGNETIC MATERIAL RO0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0315+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 RO0315 RO0315 HISTORY - Date Condition Report By RO0315 HISTORY - 1973 MONUMENTED MNDT RO0315 HISTORY - 20001009 GOOD MNDT RO0315 RO0315 STATION DESCRIPTION RO0315 RO0315'DESCRIBED BY MN DEPT OF TRANSP 1973 RO0315'IN RANDALL. RO0315'THE MARK IS SET IN A DRILL HOLE IN LEDGEROCK THAT IS 15 FEET HIGH AND RO0315'100 FEET LONG, AND IS NEAR THE POST OFFICE IN RANDALL. IT IS 177 FEET RO0315'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 20 FEET RO0315'WEST OF THE WEST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 13 RO0315'FEET WEST OF THE EAST EDGE OF ROCK CUT, 52 FEET NORTHEAST OF FLAG POLE RO0315'AT THE MEMORIAL FOR VETERANS, 38.5 FEET EAST OF TELEGRAPH POLE NUMBER RO0315'4292. IT IS ABOUT 15 FEET ABOVE THE LEVEL OF THE RAILROAD TRACKS. RO0315'NE1/4 SECTION 7, T 130N, R 30W. RO0315 RO0315 STATION RECOVERY (2000) RO0315 RO0315'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) RO0315'THE MARK WAS RECOVERED AT RANDALL, 177 FT (53.9 M) WSW OF SW COR OF RO0315'POST OFFICE, 20 FT (6.1 M) WEST OF WEST RR RAIL, 13 FT (4.0 M) WEST OF RO0315'ROCK EDGE, ABOUT 200 FT (61.0 M) EAST OF WATER TANK, 4.6 FT (1.4 M) NW RO0315'OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 RO0690 *********************************************************************** RO0690 DESIGNATION - A 300 RO0690 PID - RO0690 RO0690 STATE/COUNTY- MN/MORRISON RO0690 USGS QUAD - BELLE PRAIRIE (1979) RO0690 RO0690 *CURRENT SURVEY CONTROL RO0690 ___________________________________________________________________ RO0690* NAD 83(1996)- 46 01 16.49372(N) 094 20 24.46920(W) ADJUSTED RO0690* NAVD 88 - 343.058 (meters) 1125.52 (feet) ADJUSTED RO0690 ___________________________________________________________________ RO0690 X - -335,767.422 (meters) COMP RO0690 Y - -4,424,117.406 (meters) COMP RO0690 Z - 4,567,115.555 (meters) COMP RO0690 LAPLACE CORR- -0.75 (seconds) DEFLEC99 RO0690 ELLIP HEIGHT- 316.43 (meters) (01/15/97) GPS OBS RO0690 GEOID HEIGHT- -26.64 (meters) GEOID99 RO0690 DYNAMIC HT - 343.068 (meters) 1125.55 (feet) COMP RO0690 MODELED GRAV- 980,633.4 (mgal) NAVD 88 RO0690 RO0690 HORZ ORDER - FIRST RO0690 VERT ORDER - FIRST CLASS I RO0690 ELLP ORDER - FOURTH CLASS II RO0690 RO0690.The horizontal coordinates were established by GPS observations RO0690.and adjusted by the National Geodetic Survey in January 1997. RO0690 RO0690.The orthometric height was determined by differential leveling RO0690.and adjusted by the National Geodetic Survey in June 1991. RO0690 RO0690.The X, Y, and Z were computed from the position and the ellipsoidal ht. RO0690 RO0690.The Laplace correction was computed from DEFLEC99 derived deflections. RO0690 RO0690.The ellipsoidal height was determined by GPS observations RO0690.and is referenced to NAD 83. RO0690 RO0690.The geoid height was determined by GEOID99. RO0690 RO0690.The dynamic height is computed by dividing the NAVD 88 RO0690.geopotential number by the normal gravity value computed on the RO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 RO0690.degrees latitude (g = 980.6199 gals.). RO0690 RO0690.The modeled gravity was interpolated from observed gravity values. RO0690 RO0690; North East Units Scale Converg. RO0690;SPC MN C - 213,511.570 793,021.322 MT 0.99993693 -0 03 54.7 RO0690;UTM 15 - 5,097,281.344 396,270.659 MT 0.99973227 -0 57 52.0 RO0690 RO0690 SUPERSEDED SURVEY CONTROL RO0690 RO0690 NAD 83(1986)- 46 01 16.49011(N) 094 20 24.45694(W) AD( ) 2 RO0690 NAD 83(1986)- 46 01 16.49163(N) 094 20 24.46058(W) AD( ) 2 RO0690 NGVD 29 - 342.911 (m) 1125.03 (f) ADJ UNCH 1 1 RO0690 RO0690.Superseded values are not recommended for survey control. RO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. RO0690.See file dsdata.txt to determine how the superseded data were derived. RO0690 RO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9627197281(NAD 83) RO0690_MARKER: DB = BENCH MARK DISK RO0690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) RO0690_STAMPING: A 300 1976 RO0690_MARK LOGO: NGS RO0690_MAGNETIC: I = MARKER IS A STEEL ROD RO0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL RO0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR RO0690+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2000 RO0690 RO0690 HISTORY - Date Condition Report By RO0690 HISTORY - 1976 MONUMENTED NGS RO0690 HISTORY - 1976 GOOD MNDT RO0690 HISTORY - 19890911 GOOD NGS RO0690 HISTORY - 19951003 GOOD MNDT RO0690 HISTORY - 20000218 GOOD MNDT RO0690 RO0690 STATION DESCRIPTION RO0690 RO0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 RO0690'3.3 MI NORTH FROM LITTLE FALLS. RO0690'3.3 MILES NORTH ALONG STATE HIGHWAY 371 FROM THE STATE HIGHWAY 27 RO0690'UNDERPASS, 1.1 MILES NORTH ALONG COUNTY HIGHWAY 76 AND STATE HIGHWAY RO0690'371 FROM BENCH MARK W 260, 0.4 MILE SOUTH OF THE JUNCTION OF COUNTY RO0690'HIGHWAY 46, 27.8 FT. WEST OF THE BURLINGTON NORTHERN RAILROAD MILEPOST RO0690'109, 75 FT. EAST OF THE CENTER LINE OF THE EAST HIGHWAY LANES, 11.7 RO0690'FT. WEST OF THE WEST RAIL OF THE TRACK, 44.5 FT. SOUTHEAST OF THE EAST RO0690'ONE OF DOUBLE TELEPHONE POLES, ABOUT MIDWAY BETWEEN TWO WOODEN POST RO0690'WHICH PROJECTS 2.5 FT. ABOVE THE GROUND. THE DISK IS 0.3 FT. BELOW RO0690'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH RO0690'PLASTIC SCREW PLUG FLUSH WITH THE GROUND. RO0690 RO0690 STATION RECOVERY (1976) RO0690 RO0690'RECOVERY NOTE BY MN DEPT OF TRANSP 1976 (DKH) RO0690'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF LITTLE RO0690'FALLS, IN THE NE 1/4 OF SECTION 23, T41N, R32W, ON THE EAST RO0690'RIGHT-OF-WAY OF TRUNK HIGHWAY 371. RO0690'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK RO0690'HIGHWAY 371 AT THE EAST EDGE OF LITTLE FALLS, GO NORTH ON TRUNK RO0690'HIGHWAY 371 FOR 3.3 MILES TO THE STATION ON THE RIGHT. RO0690'THE STATION MARK, A STANDARD NGS BENCH MARK DISK STAMPED---A 300 RO0690'1976---, IS SET ON THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 8 FOOT RO0690'LONG COPPER COATED STEEL ROD THAT IS ENCASED IN A PLASTIC PIPE. THE RO0690'DISK IS 0.3 FOOT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD RO0690'THROUGH A 4 - INCH PLASTIC SCREW PLUG THAT IS FLUSH WITH THE SURFACE RO0690'OF THE GROUND. THE MARK IS 75 FEET EAST OF THE CENTERLINE OF THE RO0690'NORTHBOUND LANE OF TRUNK HIGHWAY 371, 27.8 FEET WEST OF THE BURLINGTON RO0690'NORTHERN RAILROAD MILEPOST 109, 11.7 FEET WEST OF THE WEST RAIL OF THE RO0690'TRACKS, 44.5 FEET SOUTHEAST OF THE EAST ONE OF DOUBLE TELEPHONE POLES, RO0690'ABOUT MIDWAY BETWEEN TWO WOODEN POSTS THAT PROJECT 2.5 FEET ABOVE THE RO0690'GROUND, AND 2.0 FEET NORTH OF A STEEL WITNESS POST. RO0690'THIS STATION IS AN AZIMUTH MARK FOR STATION EREAUA MNDT AZ MK. RO0690 RO0690 STATION RECOVERY (1989) RO0690 RO0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RO0690'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) NORTH OF LITTLE FALLS, RO0690'37.1 KM (23.05 MI) SOUTH-SOUTHWEST OF BRAINERD, IN THE EAST RO0690'RIGHT-OF-WAY OF STATE HIGHWAY 371 NORTHBOUND LANES, AT RAILROAD RO0690'MILEPOST 109, BETWEEN A BURLINGTON NORTHERN RAILROAD SPUR TRACK AND RO0690'THE NORTHBOUND LANES OF STATE HIGHWAY 371. OWNERSHIP--STATE OF RO0690'MINNESOTA. RO0690'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND US RO0690'HIGHWAY 10, TRUNK HIGHWAY 371 AT THE EAST EDGE OF LITTLE FALLS, GO RO0690'NORTH ALONG US HIGHWAY 10, TRUNK HIGHWAY 371 FOR 5.6 KM (3.50 MI) TO RO0690'THE STATION ON THE RIGHT AT RAILROAD MILEPOST 109. ALSO 0.64 KM RO0690'(0.40 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 371 AND COUNTY ROAD RO0690'46 EAST. RO0690'THE STATION MARK IS SET 22.8 M (74.8 FT) EAST-SOUTHEAST OF THE RO0690'CENTERLINE OF THE NORTHBOUND LANES OF TRUNK HIGHWAY 371, 8.8 M RO0690'(28.9 FT) WEST-NORTHWEST OF A RAILROAD MILEPOST 109, 3.7 M (12.1 FT) RO0690'WEST-NORTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK, 0.5 M (1.6 FT) RO0690'NORTH OF A METAL WITNESS POST AND 5 CM BELOW THE SURFACE OF THE RO0690'GROUND. RO0690'DESCRIBED BY R.D.BALL. RO0690 RO0690 STATION RECOVERY (1995) RO0690 RO0690'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH) RO0690'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RECOVERY NOTE RO0690'BY DAVID K. HERDER, TYPED BY D.J.E. RO0690 RO0690 STATION RECOVERY (2000) RO0690 RO0690'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (CAB) RO0690'RECOVERED AS DESCRIBED, 2.3 MI (3.7 KM) NORTH OF JCT OF TH 371 AND TH RO0690'10. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6547 *********************************************************************** DF6547 DESIGNATION - BLANCH DF6547 PID - DF6547 DF6547 STATE/COUNTY- MN/MORRISON DF6547 USGS QUAD - ROYALTON (1978) DF6547 DF6547 *CURRENT SURVEY CONTROL DF6547 ___________________________________________________________________ DF6547* NAD 83(1996)- 45 51 06.96911(N) 094 18 35.57439(W) ADJUSTED DF6547* NAVD 88 - 330.9 (meters) 1086. (feet) GPS OBS DF6547 ___________________________________________________________________ DF6547 X - -334,447.387 (meters) COMP DF6547 Y - -4,437,770.896 (meters) COMP DF6547 Z - 4,554,018.397 (meters) COMP DF6547 LAPLACE CORR- -2.55 (seconds) DEFLEC99 DF6547 ELLIP HEIGHT- 304.30 (meters) (07/29/03) GPS OBS DF6547 GEOID HEIGHT- -26.67 (meters) GEOID99 DF6547 DF6547 HORZ ORDER - FIRST DF6547 ELLP ORDER - FOURTH CLASS I DF6547 DF6547.The horizontal coordinates were established by GPS observations DF6547.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6547 DF6547.The orthometric height was determined by GPS observations and a DF6547.high-resolution geoid model. DF6547 DF6547.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6547 DF6547.The Laplace correction was computed from DEFLEC99 derived deflections. DF6547 DF6547.The ellipsoidal height was determined by GPS observations DF6547.and is referenced to NAD 83. DF6547 DF6547.The geoid height was determined by GEOID99. DF6547 DF6547; North East Units Scale Converg. DF6547;SPC MN C - 194,691.280 795,349.202 MT 0.99995733 -0 02 35.9 DF6547;UTM 15 - 5,078,430.971 398,302.873 MT 0.99972715 -0 56 23.9 DF6547 DF6547 SUPERSEDED SURVEY CONTROL DF6547 DF6547.No superseded survey control is available for this station. DF6547 DF6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9830378431(NAD 83) DF6547_MARKER: DD = SURVEY DISK DF6547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6547_STAMPING: BLANCH 2000 DF6547_MARK LOGO: MNDT DF6547_PROJECTION: FLUSH DF6547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6547+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6547_ROD/PIPE-DEPTH: 9.8 meters DF6547 DF6547 HISTORY - Date Condition Report By DF6547 HISTORY - 2000 MONUMENTED MNDT DF6547 DF6547 STATION DESCRIPTION DF6547 DF6547'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6547'1.85 MI (2.98 KM) NW ALONG TH 10 FROM THE JCT OF CO RD 26 IN ROYALTON, DF6547'AT TH 10 MP 154.6, 38 FT (11.6 M) NE OF EB TH 10, 37 FT (11.3 M) SW OF DF6547'WB TH 10, 61 FT (18.6 M) NW OF 63RD ST, 4.4 FT (1.3 M) SW OF WIT POST. DF6547' 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4864 *********************************************************************** AC4864 CBN - This is a Cooperative Base Network Control Station. AC4864 DESIGNATION - CHUCK AC4864 PID - AC4864 AC4864 STATE/COUNTY- MN/MORRISON AC4864 USGS QUAD - LINCOLN (1981) AC4864 AC4864 *CURRENT SURVEY CONTROL AC4864 ___________________________________________________________________ AC4864* NAD 83(1996)- 46 10 51.06161(N) 094 38 11.44233(W) ADJUSTED AC4864* NAVD 88 - 402.563 (meters) 1320.74 (feet) ADJUSTED AC4864 ___________________________________________________________________ AC4864 X - -357,618.004 (meters) COMP AC4864 Y - -4,409,620.422 (meters) COMP AC4864 Z - 4,579,459.842 (meters) COMP AC4864 LAPLACE CORR- 0.09 (seconds) DEFLEC99 AC4864 ELLIP HEIGHT- 375.68 (meters) (01/15/97) GPS OBS AC4864 GEOID HEIGHT- -26.88 (meters) GEOID99 AC4864 DYNAMIC HT - 402.564 (meters) 1320.75 (feet) COMP AC4864 MODELED GRAV- 980,604.0 (mgal) NAVD 88 AC4864 AC4864 HORZ ORDER - B AC4864 VERT ORDER - SECOND CLASS I AC4864 ELLP ORDER - FOURTH CLASS I AC4864 AC4864.The horizontal coordinates were established by GPS observations AC4864.and adjusted by the National Geodetic Survey in January 1997. AC4864 AC4864.The orthometric height was determined by differential leveling AC4864.and adjusted by the National Geodetic Survey in May 2000. AC4864 AC4864.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4864 AC4864.The Laplace correction was computed from DEFLEC99 derived deflections. AC4864 AC4864.The ellipsoidal height was determined by GPS observations AC4864.and is referenced to NAD 83. AC4864 AC4864.The geoid height was determined by GEOID99. AC4864 AC4864.The dynamic height is computed by dividing the NAVD 88 AC4864.geopotential number by the normal gravity value computed on the AC4864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AC4864.degrees latitude (g = 980.6199 gals.). AC4864 AC4864.The modeled gravity was interpolated from observed gravity values. AC4864 AC4864; North East Units Scale Converg. AC4864;SPC MN C - 231,319.487 770,159.558 MT 0.99992562 -0 16 46.6 AC4864;UTM 15 - 5,115,443.197 373,695.275 MT 0.99979611 -1 10 51.4 AC4864 AC4864 SUPERSEDED SURVEY CONTROL AC4864 AC4864.No superseded survey control is available for this station. AC4864 AC4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7369515443(NAD 83) AC4864_MARKER: I = METAL ROD AC4864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC4864_STAMPING: CHUCK 1995 AC4864_MARK LOGO: MNDT AC4864_PROJECTION: FLUSH AC4864_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4864+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000 AC4864_ROD/PIPE-DEPTH: 5.8 meters AC4864_SLEEVE-DEPTH : 0.9 meters AC4864 AC4864 HISTORY - Date Condition Report By AC4864 HISTORY - 1995 MONUMENTED MNDT AC4864 HISTORY - 19951003 GOOD MNDT AC4864 HISTORY - 19960102 GOOD MNDT AC4864 HISTORY - 19991101 GOOD MNDT AC4864 HISTORY - 20000718 GOOD MNDT AC4864 AC4864 STATION DESCRIPTION AC4864 AC4864'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS) AC4864'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE TOWN OF AC4864'LINCOLN, 2.75 MI (4.43 KM) SOUTH ALONG TH 10 FROM THE JCT OF CO RD 7 AC4864'AND TH 10 ABOUT 0.5 MI (0.8 KM) NW OF LINCOLN, AT TH 10 MP 125.9, 99.5 AC4864'FT (30.3 M) WSW OF WB TH 10, 58.6 FT (17.9 M) ENE OF EB TH 10, 61.0 FT AC4864'(18.6 M) SE OF A CROSSOVER RD, 10.8 FT (3.3 M) WEST OF A DEER AC4864'REFLECTOR POST, AND 3.1 FT (0.9 M) NW OF A WITNESS POST. AC4864 AC4864 STATION RECOVERY (1996) AC4864 AC4864'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) AC4864'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AC4864'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE CITY OF AC4864'LINCOLN IN THE SW 1/4 OF SECTION 6, T131N, R31W. TO REACH THE MARK AC4864'FROM THE JCT OF TH 10 AND CO RD 7 ABOUT 0.5 MI (0.8 KM) NW OF LINCOLN, AC4864'GO SOUTH ON TH 10 FOR 2.65 MI (4.26 KM) TO TH 10 MP 125.85 AND THE AC4864'MARK IN THE MEDIAN. THE MARK IS 99.5 FT (30.3 M) WSW OF WB TH 10, AC4864'58.0 FT (17.7 M) ENE OF EB TH 10, 60.0 FT (18.3 M) SE OF A CROSSOVER, AC4864'10.8 FT (3.3 M) WEST OF A DEER REFLECTOR POST, AND 3.1 FT (0.9 M) NW AC4864'OF A WIT POST. THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 1/2 AC4864'INCH DIAMETER BY 19 FT (5.8 M) LONG STAINLESS STEEL ROD WITH A 3 FT AC4864'(0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM POINT IS AC4864'THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND, AC4864'STAMPED---CHUCK 1995---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH AC4864'LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A AC4864'METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC. AC4864'DESCRIBED BY DAVID K. HERDER AND TYPED BY D.J.E. AC4864 AC4864 STATION RECOVERY (1999) AC4864 AC4864'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AC4864'THE MARK WAS RECOVERED AS DESCRIBED. AC4864 AC4864 STATION RECOVERY (2000) AC4864 AC4864'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MS) AC4864'RECOVERED 66.4 FT (20.2 M) SW OF WB TH 10 OTHERWISE AS PREVIOUSLY AC4864'DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4859 *********************************************************************** AC4859 CBN - This is a Cooperative Base Network Control Station. AC4859 DESIGNATION - CULDRUM AC4859 PID - AC4859 AC4859 STATE/COUNTY- MN/MORRISON AC4859 USGS QUAD - FLENSBURG (1978) AC4859 AC4859 *CURRENT SURVEY CONTROL AC4859 ___________________________________________________________________ AC4859* NAD 83(1996)- 45 58 35.69487(N) 094 34 42.00789(W) ADJUSTED AC4859* NAVD 88 - 375.3 (meters) 1231. (feet) GPS OBS AC4859 ___________________________________________________________________ AC4859 X - -354,444.453 (meters) COMP AC4859 Y - -4,426,265.669 (meters) COMP AC4859 Z - 4,563,689.778 (meters) COMP AC4859 LAPLACE CORR- 1.12 (seconds) DEFLEC99 AC4859 ELLIP HEIGHT- 348.76 (meters) (01/15/97) GPS OBS AC4859 GEOID HEIGHT- -26.60 (meters) GEOID99 AC4859 AC4859 HORZ ORDER - B AC4859 ELLP ORDER - FOURTH CLASS I AC4859 AC4859.The horizontal coordinates were established by GPS observations AC4859.and adjusted by the National Geodetic Survey in January 1997. AC4859 AC4859.The orthometric height was determined by GPS observations and a AC4859.high-resolution geoid model. AC4859 AC4859.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4859 AC4859.The Laplace correction was computed from DEFLEC99 derived deflections. AC4859 AC4859.The ellipsoidal height was determined by GPS observations AC4859.and is referenced to NAD 83. AC4859 AC4859.The geoid height was determined by GEOID99. AC4859 AC4859; North East Units Scale Converg. AC4859;SPC MN C - 208,595.915 774,556.881 MT 0.99994147 -0 14 15.1 AC4859;UTM 15 - 5,092,656.649 377,734.784 MT 0.99978377 -1 08 06.2 AC4859 AC4859 SUPERSEDED SURVEY CONTROL AC4859 AC4859.No superseded survey control is available for this station. AC4859 AC4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7773592657(NAD 83) AC4859_MARKER: I = METAL ROD AC4859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC4859_STAMPING: CULDRUM 1994 AC4859_MARK LOGO: MNDT AC4859_PROJECTION: FLUSH AC4859_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4859+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2001 AC4859_ROD/PIPE-DEPTH: 4.9 meters AC4859_SLEEVE-DEPTH : 0.9 meters AC4859 AC4859 HISTORY - Date Condition Report By AC4859 HISTORY - 1994 MONUMENTED MNDT AC4859 HISTORY - 20010123 GOOD MNDT AC4859 AC4859 STATION DESCRIPTION AC4859 AC4859'DESCRIBED BY MN DEPT OF TRANSP 1994 AC4859'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1994. THE MARK IS AC4859'LOCATED ABOUT 10 MI (16.1 KM) WEST OF THE TOWN OF LITTLE FALLS IN THE AC4859'NE 1/4 OF SECTION 21, T129N, R31W. TO REACH THE MARK FROM THE JCT OF AC4859'TH 27 AND TH 238 AT THE WEST EDGE OF LITTLE FALLS, GO WEST ON TH 27 AC4859'FOR 8.1 MI (13.0 KM) TO TH 27 MP 125.2 AND THE MARK ON THE LEFT. THE AC4859'MARK IS 76.0 FT (23.2 M) SOUTH OF TH 27, 299.5 FT (91.3 M) WEST OF A AC4859'GRAVEL RD, 273.0 FT (83.2 M) WEST OF A CABLE BOX, 3.3 FT (1.0 M) NE OF AC4859'A COR FENCE POST, AND 2.7 FT (0.8 M) NORTH OF A WIT POST. THE MARK IS AC4859'A PUNCH MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 16 FT (4.9 M) AC4859'LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER AC4859'SLEEVE. ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT AC4859'IS FLUSH WITH THE GROUND, STAMPED---CULDRUM 1994---, SET ON TOP OF A 5 AC4859'INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AC4859'AND SET IN CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND AC4859'MAKING THE MARK MAGNETIC. DESCRIBED BY D.K. HERDER AND TYPED BY AC4859'D.J.E. AC4859 AC4859 STATION RECOVERY (2001) AC4859 AC4859'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AC4859'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5942 *********************************************************************** AB5942 DESIGNATION - CUSHING AB5942 PID - AB5942 AB5942 STATE/COUNTY- MN/MORRISON AB5942 USGS QUAD - CUSHING (1981) AB5942 AB5942 *CURRENT SURVEY CONTROL AB5942 ___________________________________________________________________ AB5942* NAD 83(1996)- 46 08 21.21602(N) 094 34 54.47779(W) ADJUSTED AB5942* NAVD 88 - 384.016 (meters) 1259.89 (feet) ADJUSTED AB5942 ___________________________________________________________________ AB5942 X - -353,672.616 (meters) COMP AB5942 Y - -4,413,273.804 (meters) COMP AB5942 Z - 4,576,241.705 (meters) COMP AB5942 LAPLACE CORR- 1.31 (seconds) DEFLEC99 AB5942 ELLIP HEIGHT- 357.23 (meters) (03/16/99) GPS OBS AB5942 GEOID HEIGHT- -26.80 (meters) GEOID99 AB5942 DYNAMIC HT - 384.018 (meters) 1259.90 (feet) COMP AB5942 MODELED GRAV- 980,610.5 (mgal) NAVD 88 AB5942 AB5942 HORZ ORDER - FIRST AB5942 VERT ORDER - SECOND CLASS I AB5942 ELLP ORDER - FOURTH CLASS I AB5942 AB5942.The horizontal coordinates were established by GPS observations AB5942.and adjusted by the National Geodetic Survey in March 1999. AB5942 AB5942.The orthometric height was determined by differential leveling AB5942.and adjusted by the National Geodetic Survey in May 2000. AB5942 AB5942.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5942 AB5942.The Laplace correction was computed from DEFLEC99 derived deflections. AB5942 AB5942.The ellipsoidal height was determined by GPS observations AB5942.and is referenced to NAD 83. AB5942 AB5942.The geoid height was determined by GEOID99. AB5942 AB5942.The dynamic height is computed by dividing the NAVD 88 AB5942.geopotential number by the normal gravity value computed on the AB5942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5942.degrees latitude (g = 980.6199 gals.). AB5942 AB5942.The modeled gravity was interpolated from observed gravity values. AB5942 AB5942; North East Units Scale Converg. AB5942;SPC MN C - 226,674.045 774,364.192 MT 0.99992783 -0 14 24.1 AB5942;UTM 15 - 5,110,732.859 377,825.776 MT 0.99978349 -1 08 26.4 AB5942 AB5942|---------------------------------------------------------------------| AB5942| PID Reference Object Distance Geod. Az | AB5942| dddmmss.s | AB5942| RO0306 4903 Q 347.902 METERS 01401 | AB5942|---------------------------------------------------------------------| AB5942 AB5942 SUPERSEDED SURVEY CONTROL AB5942 AB5942 NAD 83(1986)- 46 08 21.21380(N) 094 34 54.46935(W) AD( ) 1 AB5942 AB5942.Superseded values are not recommended for survey control. AB5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5942.See file dsdata.txt to determine how the superseded data were derived. AB5942 AB5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7782610733(NAD 83) AB5942_MARKER: DD = SURVEY DISK AB5942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB5942_STAMPING: CUSHING 1993 AB5942_MARK LOGO: MNDT AB5942_PROJECTION: RECESSED 5 CENTIMETERS AB5942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB5942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5942+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 AB5942_ROD/PIPE-DEPTH: 18.3 meters AB5942 AB5942 HISTORY - Date Condition Report By AB5942 HISTORY - 1993 MONUMENTED MNDT AB5942 HISTORY - 19951003 GOOD MNDT AB5942 HISTORY - 20001009 GOOD MNDT AB5942 AB5942 STATION DESCRIPTION AB5942 AB5942'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AB5942'THE MARK IS LOCATED IN THE TOWN OF CUSHING IN THE SE 1/4 OF SECTION AB5942'25, T132N, R32W. TO REACH THE MARK FROM THE JCT OF CO RD 207 AND TH AB5942'10 IN CUSHING, GO NW ON TH 10 FOR 0.25 MI (0.40 KM) TO TH 10 MP AB5942'129.75. THE MARK IS 89 FT (27.13 M) SW OF EB TH 10, 206 FT (62.79 M) AB5942'NW OF A FIELD ENT, 161.0 FT (49.07 M) NW OF THE WEST LEG OF THE JCT AB5942'207 SIGN POST, AND 7.2 FT (2.19 M) EAST OF A WIT POST. AB5942 AB5942 STATION RECOVERY (1995) AB5942 AB5942'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS) AB5942'RECOVERED AS DESCRIBED. AB5942 AB5942 STATION RECOVERY (2000) AB5942 AB5942'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AB5942'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6548 *********************************************************************** DF6548 DESIGNATION - DARL DF6548 PID - DF6548 DF6548 STATE/COUNTY- MN/MORRISON DF6548 USGS QUAD - RANDALL WEST (1981) DF6548 DF6548 *CURRENT SURVEY CONTROL DF6548 ___________________________________________________________________ DF6548* NAD 83(1996)- 46 06 55.88073(N) 094 32 06.90664(W) ADJUSTED DF6548* NAVD 88 - 366.5 (meters) 1202. (feet) GPS OBS DF6548 ___________________________________________________________________ DF6548 X - -350,236.365 (meters) COMP DF6548 Y - -4,415,441.188 (meters) COMP DF6548 Z - 4,574,402.968 (meters) COMP DF6548 LAPLACE CORR- 1.33 (seconds) DEFLEC99 DF6548 ELLIP HEIGHT- 339.81 (meters) (07/29/03) GPS OBS DF6548 GEOID HEIGHT- -26.74 (meters) GEOID99 DF6548 DF6548 HORZ ORDER - FIRST DF6548 ELLP ORDER - FOURTH CLASS I DF6548 DF6548.The horizontal coordinates were established by GPS observations DF6548.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6548 DF6548.The orthometric height was determined by GPS observations and a DF6548.high-resolution geoid model. DF6548 DF6548.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6548 DF6548.The Laplace correction was computed from DEFLEC99 derived deflections. DF6548 DF6548.The ellipsoidal height was determined by GPS observations DF6548.and is referenced to NAD 83. DF6548 DF6548.The geoid height was determined by GEOID99. DF6548 DF6548; North East Units Scale Converg. DF6548;SPC MN C - 224,025.424 777,951.088 MT 0.99992932 -0 12 22.9 DF6548;UTM 15 - 5,108,028.602 381,370.072 MT 0.99977300 -1 06 23.9 DF6548 DF6548 SUPERSEDED SURVEY CONTROL DF6548 DF6548.No superseded survey control is available for this station. DF6548 DF6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8137008029(NAD 83) DF6548_MARKER: DD = SURVEY DISK DF6548_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6548_STAMPING: DARL 2000 DF6548_MARK LOGO: MNDT DF6548_PROJECTION: RECESSED 5 CENTIMETERS DF6548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6548+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6548_ROD/PIPE-DEPTH: 9.1 meters DF6548 DF6548 HISTORY - Date Condition Report By DF6548 HISTORY - 2000 MONUMENTED MNDT DF6548 DF6548 STATION DESCRIPTION DF6548 DF6548'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6548'2.55 MI (4.10 KM) NW ALONG TH 10 FROM JCT OF CO RD Y IN RANDALL, AT TH DF6548'10 MP 132.4, 46 FT (14.0 M) NW OF EB TH 10, 134 FT (40.8 M) EAST OF DF6548'BRIDGE CORNER, 3 FT (0.9 M) SOUTH GUARD RAIL, 2.6 FT (0.8 M) SOUTH OF DF6548'WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP1724 *********************************************************************** QP1724 DESIGNATION - EREAUA QP1724 PID - QP1724 QP1724 STATE/COUNTY- MN/MORRISON QP1724 USGS QUAD - LITTLE FALLS EAST (1978) QP1724 QP1724 *CURRENT SURVEY CONTROL QP1724 ___________________________________________________________________ QP1724* NAD 83(1996)- 45 59 49.00012(N) 094 20 29.82473(W) ADJUSTED QP1724* NAVD 88 - 362.6 (meters) 1190. (feet) GPS OBS QP1724 ___________________________________________________________________ QP1724 X - -336,030.460 (meters) COMP QP1724 Y - -4,426,060.306 (meters) COMP QP1724 Z - 4,565,253.318 (meters) COMP QP1724 LAPLACE CORR- -1.01 (seconds) DEFLEC99 QP1724 ELLIP HEIGHT- 336.03 (meters) (07/29/03) GPS OBS QP1724 GEOID HEIGHT- -26.62 (meters) GEOID99 QP1724 QP1724 HORZ ORDER - FIRST QP1724 ELLP ORDER - FOURTH CLASS I QP1724 QP1724.The horizontal coordinates were established by GPS observations QP1724.and adjusted by the MN DEPT OF TRANSP in July 2003. QP1724 QP1724.The orthometric height was determined by GPS observations and a QP1724.high-resolution geoid model. QP1724 QP1724.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP1724 QP1724.The Laplace correction was computed from DEFLEC99 derived deflections. QP1724 QP1724.The ellipsoidal height was determined by GPS observations QP1724.and is referenced to NAD 83. QP1724 QP1724.The geoid height was determined by GEOID99. QP1724 QP1724; North East Units Scale Converg. QP1724;SPC MN C - 210,810.470 792,903.011 MT 0.99993933 -0 03 58.6 QP1724;UTM 15 - 5,094,582.988 396,110.014 MT 0.99973268 -0 57 54.4 QP1724 QP1724: Primary Azimuth Mark Grid Az QP1724:SPC MN C - EREAUA AZ MK 343 17 54.1 QP1724:UTM 15 - EREAUA AZ MK 344 11 49.9 QP1724 QP1724|---------------------------------------------------------------------| QP1724| PID Reference Object Distance Geod. Az | QP1724| dddmmss.s | QP1724| AB5924 EREAUA RM 2 9.161 METERS 27024 | QP1724| AB5702 EREAUA AZ MK APPROX. 1.2 KM 3431355.5 | QP1724| AB5923 EREAUA RM 1 8.578 METERS 35434 | QP1724|---------------------------------------------------------------------| QP1724 QP1724 SUPERSEDED SURVEY CONTROL QP1724 QP1724 NAD 83(1996)- 45 59 49.00041(N) 094 20 29.82442(W) AD( ) 2 QP1724 ELLIP HT - 336.01 (m) (03/16/99) GP( ) 4 1 QP1724 NAD 83(1986)- 45 59 48.99635(N) 094 20 29.81287(W) AD( ) 2 QP1724 NAD 83(1986)- 45 59 48.99767(N) 094 20 29.81624(W) AD( ) 2 QP1724 NGVD 29 - 362.5 (m) 1189. (f) GPS OBS QP1724 QP1724.Superseded values are not recommended for survey control. QP1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP1724.See file dsdata.txt to determine how the superseded data were derived. QP1724 QP1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9611094583(NAD 83) QP1724_MARKER: DH = HORIZONTAL CONTROL DISK QP1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QP1724_STAMPING: EREAUA 1985 QP1724_MARK LOGO: MNDT QP1724_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP1724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP1724+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP1724 QP1724 HISTORY - Date Condition Report By QP1724 HISTORY - 1985 MONUMENTED MNDT QP1724 HISTORY - 19890922 GOOD NGS QP1724 HISTORY - 19940224 GOOD MNDT QP1724 HISTORY - 20001010 GOOD MNDT QP1724 QP1724 STATION DESCRIPTION QP1724 QP1724'DESCRIBED BY MN DEPT OF TRANSP 1985 (DKH) QP1724'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE TOWN OF LITTLE QP1724'FALLS, IN THE NE 1/4 OF SECTION 35, T41N, R32W, ON THE WEST SIDE OF QP1724'TRUNK HIGHWAY 371 AT MILEPOINT 0.65. QP1724'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK QP1724'HIGHWAY 371 AT THE EAST EDGE OF LITTLE FALLS, GO NORTH ON TRUNK QP1724'HIGHWAY 371 FOR 1.45 MILES TO THE STATION ON THE LEFT. QP1724'THE STATION MARKS ARE STANDARD MNDT HORIZONTAL CONTROL MONUMENT DISKS QP1724'STAMPED---EREAUA 1985---. THE SURFACE STATION DISK IS SET IN THE TOP QP1724'OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF QP1724'THE GROUND. THE MARK IS 178 FEET WEST OF THE CENTERLINE OF THE QP1724'SOUTHBOUND LANE OF TRUNK HIGHWAY 371 AND 3.8 FEET WEST OF A STEEL QP1724'WITNESS POST. THE UNDERGROUND STATION DISK IS SET IN AN IRREGULAR QP1724'MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. QP1724'REFERENCE MARK NUMBER 1, A STANDARD MNDT REFERENCE MARK DISK QP1724'STAMPED---EREAUA NO 1 1985---, IS SET IN THE TOP OF A 12 INCH ROUND QP1724'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE QP1724'MARK IS 179 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF QP1724'TRUNK HIGHWAY 371 AND 2.1 FEET SOUTH OF A STEEL WITNESS POST. QP1724'REFERENCE MARK NUMBER 2, A STANDARD MNDT REFERENCE MARK DISK QP1724'STAMPED---EREAUA NO 2 1985---, IS SET IN THE TOP OF A 12 INCH ROUND QP1724'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE QP1724'MARK IS 206 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF QP1724'TRUNK HIGHWAY 371 AND 2.2 FEET EAST-NORTHEAST OF A STEEL WITNESS POST. QP1724'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRUNK HIGHWAY QP1724'371 FOR 0.75 MILE TO THE TRUNK HIGHWAY 371 OVERPASS OVER THE QP1724'BURLINGTON NORTHERN RAILROAD AND THE MARK ON THE LEFT. QP1724'THE AZIMUTH MARK, A STANDARD MNDT AZIMUTH MARK DISK CONCRETE MONUMENT QP1724'THAT IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 29.8 FEET QP1724'SOUTHWEST OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 371, 19.8 FEET QP1724'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 5.8 FEET QP1724'SOUTHWEST OF THE GUARDRAIL, AND 2.5 FEET NORTH-NORTHEAST OF A STEEL QP1724'WITNESS POST. QP1724'A RAILROAD SPIKE SET IN THE CONCRETE MONUMENTS MAKE ALL OF THE MARKS QP1724'MAGNETIC. QP1724 QP1724 STATION RECOVERY (1989) QP1724 QP1724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 QP1724'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) NORTHEAST OF LITTLE QP1724'FALLS, IN THE NORTHEAST 1/4 OF SECTION 35, T41N, R32W, ON THE WEST QP1724'SIDE OF STATE HIGHWAY 371, ON A HILL BETWEEN THE SOUTHBOUND LANES OF QP1724'STATE HIGHWAY 371 AND US HIGHWAY 10. OWNERSHIP--STATE OF MINNESOTA. QP1724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 27 AND STATE QP1724'HIGHWAY 371 NORTH AT THE EAST EDGE OF LITTLE FALLS, GO NORTH ON STATE QP1724'HIGHWAY 371 FOR 2.33 KM (1.45 MI) TO THE STATION ON THE LEFT (ON A QP1724'HILL ON THE WEST SIDE OF THE SOUTHBOUND LANES). CONTINUE NORTH FOR QP1724'ABOUT 0.32 KM (0.20 MI) TO A TRACK TURN AROUND IN THE MERDIAN. TURN QP1724'AROUND AND GO SOUTH ALONG STATE HIGHWAY 371 TO A BRIDGE JUST PAST QP1724'MILEPOST 0.65. TURN RIGHT AND GO UPHILL TO THE STATION. QP1724'THE STATION MARK IS SET 54.3 M (178.1 FT) WEST OF AND 7.62 M QP1724'(25.0 FT) ABOVE THE SOUTHBOUND LANES OF STATE HIGHWAY 371, 1.15 M QP1724'(3.8 FT) WEST OF A MNDT STEEL WITNESS POST AND FLUSH WITH THE SURFACE QP1724'OF THE GROUND. QP1724'DESCRIBED BY R.D.BALL. QP1724 QP1724 STATION RECOVERY (1994) QP1724 QP1724'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) QP1724'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 QP1724'AND 2 WERE NOT RECOVERED AT THIS TIME. THE STATION MARK IS LOCATED 1 QP1724'MI (1.6 KM) NE OF LITTLE FALLS, 0.65 MI (1.05 KM) NORTH ALONG TH 371 QP1724'FROM THE JCT OF TH 371 AND TH 27, AT TH 371 MP 0.65, 178 FT (54.3 M) QP1724'WEST OF SB TH 371, 3.8 FT (1.2 M) WEST OF A WIT POST, 28.14 FT (8.58 QP1724'M) SOUTH OF RM 1, AND 30.06 FT (9.16 M) EAST OF RM 2. QP1724 QP1724 STATION RECOVERY (2000) QP1724 QP1724'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QP1724'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5702 *********************************************************************** AB5702 DESIGNATION - EREAUA AZ MK AB5702 PID - AB5702 AB5702 STATE/COUNTY- MN/MORRISON AB5702 USGS QUAD - BELLE PRAIRIE (1979) AB5702 AB5702 *CURRENT SURVEY CONTROL AB5702 ___________________________________________________________________ AB5702* NAD 83(1996)- 46 00 24.73128(N) 094 20 45.27485(W) ADJUSTED AB5702* NAVD 88 - 351.1 (meters) 1152. (feet) GPS OBS AB5702 ___________________________________________________________________ AB5702 X - -336,301.242 (meters) COMP AB5702 Y - -4,425,235.768 (meters) COMP AB5702 Z - 4,566,011.393 (meters) COMP AB5702 LAPLACE CORR- -0.90 (seconds) DEFLEC99 AB5702 ELLIP HEIGHT- 324.50 (meters) (07/29/03) GPS OBS AB5702 GEOID HEIGHT- -26.63 (meters) GEOID99 AB5702 AB5702 HORZ ORDER - FIRST AB5702 ELLP ORDER - FOURTH CLASS I AB5702 AB5702.The horizontal coordinates were established by GPS observations AB5702.and adjusted by the MN DEPT OF TRANSP in July 2003. AB5702 AB5702.The orthometric height was determined by GPS observations and a AB5702.high-resolution geoid model. AB5702 AB5702.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5702 AB5702.The Laplace correction was computed from DEFLEC99 derived deflections. AB5702 AB5702.The ellipsoidal height was determined by GPS observations AB5702.and is referenced to NAD 83. AB5702 AB5702.The geoid height was determined by GEOID99. AB5702 AB5702; North East Units Scale Converg. AB5702;SPC MN C - 211,914.008 792,571.899 MT 0.99993833 -0 04 09.8 AB5702;UTM 15 - 5,095,691.357 395,796.320 MT 0.99973349 -0 58 06.1 AB5702 AB5702: Primary Azimuth Mark Grid Az AB5702:SPC MN C - EREAUA 163 17 54.2 AB5702:UTM 15 - EREAUA 164 11 50.5 AB5702 AB5702|---------------------------------------------------------------------| AB5702| PID Reference Object Distance Geod. Az | AB5702| dddmmss.s | AB5702| QP1724 EREAUA APPROX. 1.2 KM 1631344.4 | AB5702|---------------------------------------------------------------------| AB5702 AB5702 SUPERSEDED SURVEY CONTROL AB5702 AB5702 NAD 83(1996)- 46 00 24.73144(N) 094 20 45.27438(W) AD( ) 2 AB5702 NAD 83(1986)- 46 00 24.72753(N) 094 20 45.26254(W) AD( ) 2 AB5702 AB5702.Superseded values are not recommended for survey control. AB5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5702.See file dsdata.txt to determine how the superseded data were derived. AB5702 AB5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9579695691(NAD 83) AB5702_MARKER: DZ = AZIMUTH MARK DISK AB5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB5702_STAMPING: EREAUA 1985 AB5702_MARK LOGO: MNDT AB5702_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT AB5702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5702+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001 AB5702 AB5702 HISTORY - Date Condition Report By AB5702 HISTORY - 1985 MONUMENTED MNDT AB5702 HISTORY - 20010124 GOOD MNDT AB5702 AB5702 STATION DESCRIPTION AB5702 AB5702'DESCRIBED BY MN DEPT OF TRANSP 1985 (DKH) AB5702'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE TOWN OF LITTLE AB5702'FALLS, IN THE NE 1/4 OF SECTION 26, T41N, R32W, NEAR THE SOUTHWEST AB5702'CORNER OF THE TRUNK HIGHWAY 371 OVERPASS OVER THE BURLINGTON NORTHERN AB5702'RAILROAD. AB5702'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK AB5702'HIGHWAY 371 AT THE EAST EDGE OF LITTLE FALLS, GO NORTH ON TRUNK AB5702'HIGHWAY 371 FOR 2.2 MILES TO THE HIGHWAY OVERPASS AND THE STATION ON AB5702'THE LEFT. AB5702'THE STATION MARK, A STANDARD MNDT AZIMUTH MARK DISK STAMPED---EREAUA AB5702'1985---, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT AB5702'IS FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 29.8 FEET AB5702'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY AB5702'371, 19.8 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE, AB5702'5.8 FEET SOUTHWEST OF THE GUARDRAIL, AND 2.5 FEET NORTH-NORTHEAST OF A AB5702'STEEL WITNESS POST. AB5702'TO REACH BENCH MARK A 300 FROM THE STATION, GO NORTH ON TRUNK HIGHWAY AB5702'371 FOR 1.1 MILES TO THE MARK ON THE RIGHT. AB5702'BENCH MARK A 300, A STANDARD NGS BENCH MARK DISK STAMPED---A 300 AB5702'1976---, IS SET ON THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 8 FOOT AB5702'LONG COPPER COATED STEEL ROD THAT IS ENCASED IN A PLASTIC PIPE. THE AB5702'DISK IS 0.3 FOOT BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD AB5702'THROUGH A 4 - INCH PLASTIC SCREW PLUG THAT IS FLUSH WITH THE SURFACE AB5702'OF THE GROUND. THE MARK IS 75 FEET EAST OF THE CENTERLINE OF THE AB5702'NORTHBOUND LANE OF TRUNK HIGHWAY 371, 27.8 FEET WEST OF THE BURLINGTON AB5702'NORTHERN RAILROAD MILEPOST 109, 11.7 FEET WEST OF THE WEST RAIL OF THE AB5702'TRACKS, 44.5 FEET SOUTHEAST OF THE EAST ONE OF DOUBLE TELEPHONE POLES, AB5702'ABOUT MIDWAY BETWEEN TWO WOODEN POSTS THAT PROJECT 2.5 FEET ABOVE THE AB5702'GROUND, AND 2.0 FEET NORTH OF A STEEL WITNESS POST. AB5702'A RAILROAD SPIKE SET IN THE CONCRETE MONUMENT MAKES THE AZIMUTH MARK AB5702'MAGNETIC. AB5702 AB5702 STATION RECOVERY (2001) AB5702 AB5702'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (AES) AB5702'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0923 *********************************************************************** QP0923 DESIGNATION - F 260 QP0923 PID - QP0923 QP0923 STATE/COUNTY- MN/MORRISON QP0923 USGS QUAD - LITTLE FALLS EAST (1978) QP0923 QP0923 *CURRENT SURVEY CONTROL QP0923 ___________________________________________________________________ QP0923* NAD 83(1996)- 45 53 44.36620(N) 094 19 55.27881(W) ADJUSTED QP0923* NAVD 88 - 334.239 (meters) 1096.58 (feet) ADJUSTED QP0923 ___________________________________________________________________ QP0923 X - -335,898.871 (meters) COMP QP0923 Y - -4,434,165.203 (meters) COMP QP0923 Z - 4,557,404.407 (meters) COMP QP0923 LAPLACE CORR- -2.44 (seconds) DEFLEC99 QP0923 ELLIP HEIGHT- 307.65 (meters) (07/29/03) GPS OBS QP0923 GEOID HEIGHT- -26.63 (meters) GEOID99 QP0923 DYNAMIC HT - 334.244 (meters) 1096.60 (feet) COMP QP0923 MODELED GRAV- 980,621.5 (mgal) NAVD 88 QP0923 QP0923 HORZ ORDER - FIRST QP0923 VERT ORDER - FIRST CLASS I QP0923 ELLP ORDER - FOURTH CLASS I QP0923 QP0923.The horizontal coordinates were established by GPS observations QP0923.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0923 QP0923.The orthometric height was determined by differential leveling QP0923.and adjusted by the National Geodetic Survey in June 1991. QP0923 QP0923.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0923 QP0923.The Laplace correction was computed from DEFLEC99 derived deflections. QP0923 QP0923.The ellipsoidal height was determined by GPS observations QP0923.and is referenced to NAD 83. QP0923 QP0923.The geoid height was determined by GEOID99. QP0923 QP0923.The dynamic height is computed by dividing the NAVD 88 QP0923.geopotential number by the normal gravity value computed on the QP0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0923.degrees latitude (g = 980.6199 gals.). QP0923 QP0923.The modeled gravity was interpolated from observed gravity values. QP0923 QP0923; North East Units Scale Converg. QP0923;SPC MN C - 199,552.180 793,634.693 MT 0.99995124 -0 03 33.6 QP0923;UTM 15 - 5,083,317.015 396,665.036 MT 0.99973127 -0 57 23.7 QP0923 QP0923: Primary Azimuth Mark Grid Az QP0923:SPC MN C - ZEBULON 333 08 21.6 QP0923:UTM 15 - ZEBULON 334 02 11.7 QP0923 QP0923|---------------------------------------------------------------------| QP0923| PID Reference Object Distance Geod. Az | QP0923| dddmmss.s | QP0923| DF6556 ZEBULON APPROX. 0.6 KM 3330448.0 | QP0923|---------------------------------------------------------------------| QP0923 QP0923 SUPERSEDED SURVEY CONTROL QP0923 QP0923 NAD 83(1996)- 45 53 44.36586(N) 094 19 55.27899(W) AD( ) 2 QP0923 ELLIP HT - 307.63 (m) (03/16/99) GP( ) 4 1 QP0923 ELLIP HT - 308.00 (m) (11/21/91) GP( ) 4 1 QP0923 NAD 83(1986)- 45 53 44.36377(N) 094 19 55.27046(W) AD( ) 2 QP0923 NGVD 29 - 334.106 (m) 1096.15 (f) ADJ UNCH 1 1 QP0923 QP0923.Superseded values are not recommended for survey control. QP0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0923.See file dsdata.txt to determine how the superseded data were derived. QP0923 QP0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9666583317(NAD 83) QP0923_MARKER: DV = VERTICAL CONTROL DISK QP0923_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) QP0923_STAMPING: F 260 1976 QP0923_MARK LOGO: CGS QP0923_PROJECTION: RECESSED 5 CENTIMETERS QP0923_MAGNETIC: I = MARKER IS A STEEL ROD QP0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0923+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0923 QP0923 HISTORY - Date Condition Report By QP0923 HISTORY - 1976 MONUMENTED NGS QP0923 HISTORY - 19890922 GOOD NGS QP0923 HISTORY - 20001010 GOOD MNDT QP0923 QP0923 STATION DESCRIPTION QP0923 QP0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0923'5.0 MI NW FROM ROYALTON. QP0923'5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF QP0923'COUNTY HIGHWAY 26, AT THE JUNCTION OF COUNTY HIGHWAY 34, 190 FT. QP0923'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 38 FT. QP0923'SOUTH OF THE CENTER LINE OF THE COUNTY HIGHWAY, 127 FT. EAST OF THE QP0923'CENTER OF THE SOUTH END OF A LARGE METAL CULVERT, 35 FT. EAST OF A QP0923'FENCE CORNER, 2.5 FT. WEST OF A POWER LINE POLE, 5.4 FT. NORTH OF A QP0923'FENCE, THE DISK IS 0.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO QP0923'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE QP0923'GROUND. QP0923 QP0923 STATION RECOVERY (1989) QP0923 QP0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 QP0923'THE STATION IS LOCATED ABOUT 10.16 KM (6.30 MI) SOUTH-SOUTHEAST OF QP0923'LITTLE FALLS, AT THE JUNCTION OF US HIGHWAY 10 AND COUTNTY ROAD 34 ON QP0923'THE RIGHT-OF-WAY OF COUNTY ROAD 34. OWNERSHIP--MORRISON COUNTY. QP0923'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND COUNTY QP0923'ROAD 27 AT THE EAST EDGE OF LITTLE FALLS, GO SOUTHEASTERLY ALONG US QP0923'HIGHWAY 10 FOR 10.16 KM (6.30 MI) TO COUNTY ROAD 34 ON THE LEFT. TURN QP0923'LEFT AND GO EAST ALONG COUNTY ROAD 34 FOR 0.08 KM (0.05 MI) TO THE QP0923'STATION ON THE RIGHT. QP0923'THE STATION MARK IS SET 59.5 M (195.2 FT) EAST OF THE CENTERLINE OF QP0923'THE NORTHBOUND LANES OF US HIGHWAY 10, 13.8 M (45.3 FT) QP0923'NORTH-NORTHWEST OF A FENCE CORNER POST, 11.2 M (36.7 FT) SOUTH OF THE QP0923'CENTERLINE OF COUNTY ROAD 34, 6.9 M (22.6 FT) EAST OF THE NORTHEAST QP0923'CORNER OF A TELEPHONE JUNCTION BOX, 0.31 M (1.0 FT) EAST OF A METAL QP0923'WITNESS POST AND 0.31 M (1.0 FT) WEST OF A CARSONITE WITNESS POST. QP0923'DESCRIBED BY R.D.BALL. QP0923 QP0923 STATION RECOVERY (2000) QP0923 QP0923'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0923'THE MARK WAS RECOVERED 5 MI (8.0 KM) NW ON TH 10 FROM JCT OF CO RD 26 QP0923'AT ROYALTON, AT TH 10 MP 151.45, 190 FT (57.9 M) NE OF NB TH 10, 38 FT QP0923'(11.6 M) SOUTH OF CO RD 34, 127 FT (38.7 M) EAST OF SOUTH END OF METAL QP0923'CULVERT, 1.75 FT (0.53 M) WEST OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0922 *********************************************************************** QP0922 DESIGNATION - G 260 QP0922 PID - QP0922 QP0922 STATE/COUNTY- MN/MORRISON QP0922 USGS QUAD - LITTLE FALLS EAST (1978) QP0922 QP0922 *CURRENT SURVEY CONTROL QP0922 ___________________________________________________________________ QP0922* NAD 83(1986)- 45 53 28. (N) 094 19 52. (W) SCALED QP0922* NAVD 88 - 333.960 (meters) 1095.67 (feet) ADJUSTED QP0922 ___________________________________________________________________ QP0922 GEOID HEIGHT- -26.63 (meters) GEOID99 QP0922 DYNAMIC HT - 333.965 (meters) 1095.68 (feet) COMP QP0922 MODELED GRAV- 980,621.2 (mgal) NAVD 88 QP0922 QP0922 VERT ORDER - FIRST CLASS I QP0922 QP0922.The horizontal coordinates were scaled from a topographic map and have QP0922.an estimated accuracy of +/- 6 seconds. QP0922 QP0922.The orthometric height was determined by differential leveling QP0922.and adjusted by the National Geodetic Survey in June 1991. QP0922 QP0922.The geoid height was determined by GEOID99. QP0922 QP0922.The dynamic height is computed by dividing the NAVD 88 QP0922.geopotential number by the normal gravity value computed on the QP0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0922.degrees latitude (g = 980.6199 gals.). QP0922 QP0922.The modeled gravity was interpolated from observed gravity values. QP0922 QP0922; North East Units Estimated Accuracy QP0922;SPC MN C - 199,050. 793,710. MT (+/- 180 meters Scaled) QP0922 QP0922 SUPERSEDED SURVEY CONTROL QP0922 QP0922 NGVD 29 - 333.827 (m) 1095.23 (f) ADJ UNCH 1 1 QP0922 QP0922.Superseded values are not recommended for survey control. QP0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0922.See file dsdata.txt to determine how the superseded data were derived. QP0922 QP0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL967828(NAD 83) QP0922_MARKER: DV = VERTICAL CONTROL DISK QP0922_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) QP0922_STAMPING: G 260 1976 QP0922_MARK LOGO: CGS QP0922_PROJECTION: RECESSED 5 CENTIMETERS QP0922_MAGNETIC: I = MARKER IS A STEEL ROD QP0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QP0922+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0922 QP0922 HISTORY - Date Condition Report By QP0922 HISTORY - 1976 MONUMENTED NGS QP0922 HISTORY - 20001010 GOOD MNDT QP0922 QP0922 STATION DESCRIPTION QP0922 QP0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0922'4.7 MI NW FROM ROYALTON. QP0922'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF QP0922'COUNTY HIGHWAY 26, 0.2 MILE NORTHWEST OF HIGHWAY MILEPOST 152, 6 POLES QP0922'SOUTHEST OF A POWER LINE CROSSING, 160.5 FT. NORTHWEST OF THE CENTER QP0922'LINE OF A DIRT ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD, 44 FT. QP0922'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY QP0922'36.7 FT. NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, QP0922'1.5 FT. NORTHWEST OF TELEPHONE POLE NUMBER 63-BG WITH 2 GUY WIRES, QP0922'THE DISK IS 0.4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH QP0922'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND. QP0922 QP0922 STATION RECOVERY (2000) QP0922 QP0922'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0922'RECOVERED AS DESCRIBED, AT TH 10 MP 151.75, NOT GOOD FOR GPS, POLE IS QP0922'SOUTH 1.5 FT. (0.5 M) 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6549 *********************************************************************** DF6549 DESIGNATION - HANJ DF6549 PID - DF6549 DF6549 STATE/COUNTY- MN/MORRISON DF6549 USGS QUAD - RANDALL EAST (1989) DF6549 DF6549 *CURRENT SURVEY CONTROL DF6549 ___________________________________________________________________ DF6549* NAD 83(1996)- 46 04 30.75233(N) 094 29 14.12411(W) ADJUSTED DF6549* NAVD 88 - 364.9 (meters) 1197. (feet) GPS OBS DF6549 ___________________________________________________________________ DF6549 X - -346,790.063 (meters) COMP DF6549 Y - -4,418,950.720 (meters) COMP DF6549 Z - 4,571,294.292 (meters) COMP DF6549 LAPLACE CORR- 0.63 (seconds) DEFLEC99 DF6549 ELLIP HEIGHT- 338.23 (meters) (07/29/03) GPS OBS DF6549 GEOID HEIGHT- -26.67 (meters) GEOID99 DF6549 DF6549 HORZ ORDER - FIRST DF6549 ELLP ORDER - FOURTH CLASS I DF6549 DF6549.The horizontal coordinates were established by GPS observations DF6549.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6549 DF6549.The orthometric height was determined by GPS observations and a DF6549.high-resolution geoid model. DF6549 DF6549.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6549 DF6549.The Laplace correction was computed from DEFLEC99 derived deflections. DF6549 DF6549.The ellipsoidal height was determined by GPS observations DF6549.and is referenced to NAD 83. DF6549 DF6549.The geoid height was determined by GEOID99. DF6549 DF6549; North East Units Scale Converg. DF6549;SPC MN C - 219,532.550 781,647.501 MT 0.99993225 -0 10 17.9 DF6549;UTM 15 - 5,103,478.964 384,994.868 MT 0.99976259 -1 04 16.7 DF6549 DF6549 SUPERSEDED SURVEY CONTROL DF6549 DF6549.No superseded survey control is available for this station. DF6549 DF6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8499503479(NAD 83) DF6549_MARKER: DD = SURVEY DISK DF6549_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6549_STAMPING: HANJ 2000 DF6549_MARK LOGO: MNDT DF6549_PROJECTION: RECESSED 5 CENTIMETERS DF6549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6549+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6549_ROD/PIPE-DEPTH: 7.6 meters DF6549 DF6549 HISTORY - Date Condition Report By DF6549 HISTORY - 2000 MONUMENTED MNDT DF6549 DF6549 STATION DESCRIPTION DF6549 DF6549'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6549'1 MI (1.6 KM) SE OF RANDALL, 0.35 MI (0.56 KM) SE OF JCT OF TH 10 AND DF6549'TH 115, 40 FT (12.2 M) SW OF WB TH 10, 8 FT (2.4 M) NW OF DITCH BLOCK, DF6549'156 FT (47.5 M) SOUTH OF MILEPOST 136, 2.2 FT (0.7 M) SE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6550 *********************************************************************** DF6550 DESIGNATION - IKE DF6550 PID - DF6550 DF6550 STATE/COUNTY- MN/MORRISON DF6550 USGS QUAD - RANDALL EAST (1989) DF6550 DF6550 *CURRENT SURVEY CONTROL DF6550 ___________________________________________________________________ DF6550* NAD 83(1996)- 46 02 30.48183(N) 094 25 54.08558(W) ADJUSTED DF6550* NAVD 88 - 349.1 (meters) 1145. (feet) GPS OBS DF6550 ___________________________________________________________________ DF6550 X - -342,710.119 (meters) COMP DF6550 Y - -4,421,940.099 (meters) COMP DF6550 Z - 4,568,706.014 (meters) COMP DF6550 LAPLACE CORR- -0.69 (seconds) DEFLEC99 DF6550 ELLIP HEIGHT- 322.53 (meters) (07/29/03) GPS OBS DF6550 GEOID HEIGHT- -26.64 (meters) GEOID99 DF6550 DF6550 HORZ ORDER - FIRST DF6550 ELLP ORDER - FOURTH CLASS I DF6550 DF6550.The horizontal coordinates were established by GPS observations DF6550.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6550 DF6550.The orthometric height was determined by GPS observations and a DF6550.high-resolution geoid model. DF6550 DF6550.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6550 DF6550.The Laplace correction was computed from DEFLEC99 derived deflections. DF6550 DF6550.The ellipsoidal height was determined by GPS observations DF6550.and is referenced to NAD 83. DF6550 DF6550.The geoid height was determined by GEOID99. DF6550 DF6550; North East Units Scale Converg. DF6550;SPC MN C - 215,808.005 785,937.187 MT 0.99993504 -0 07 53.2 DF6550;UTM 15 - 5,099,688.209 389,224.809 MT 0.99975085 -1 01 50.5 DF6550 DF6550 SUPERSEDED SURVEY CONTROL DF6550 DF6550.No superseded survey control is available for this station. DF6550 DF6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8922599688(NAD 83) DF6550_MARKER: DD = SURVEY DISK DF6550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6550_STAMPING: IKE 2000 DF6550_MARK LOGO: MNDT DF6550_PROJECTION: RECESSED 3 CENTIMETERS DF6550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6550+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6550_ROD/PIPE-DEPTH: 6.1 meters DF6550 DF6550 HISTORY - Date Condition Report By DF6550 HISTORY - 2000 MONUMENTED MNDT DF6550 DF6550 STATION DESCRIPTION DF6550 DF6550'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6550'3.4 MI (5.5 KM) SE ALONG TH 10 FROM JCT OF TH 115 IN RANDALL TO TH 10 DF6550'MP 139.05 THEN 0.55 MI (0.89 KM) EAST ON CO RD 211, 61 FT (18.6 M) DF6550'SOUTH OF CO RD 211, 20 FT (6.1 M) WEST OF ELM RD, 28.5 FT (8.7 M) SSE DF6550'OF P-POLE, 16.3 FT (5.0 M) EAST OF FENCE CORNER, 15.2 FT (4.6 M) EAST DF6550'OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP1729 *********************************************************************** QP1729 CBN - This is a Cooperative Base Network Control Station. QP1729 DESIGNATION - LIFAPORT QP1729 PID - QP1729 QP1729 STATE/COUNTY- MN/MORRISON QP1729 USGS QUAD - LITTLE FALLS EAST (1978) QP1729 QP1729 *CURRENT SURVEY CONTROL QP1729 ___________________________________________________________________ QP1729* NAD 83(1996)- 45 57 08.12728(N) 094 21 05.36099(W) ADJUSTED QP1729* NAVD 88 - 340.7 (meters) 1118. (feet) GPS OBS QP1729 ___________________________________________________________________ QP1729 X - -337,062.837 (meters) COMP QP1729 Y - -4,429,548.472 (meters) COMP QP1729 Z - 4,561,785.446 (meters) COMP QP1729 LAPLACE CORR- -1.54 (seconds) DEFLEC99 QP1729 ELLIP HEIGHT- 314.12 (meters) (01/15/97) GPS OBS QP1729 GEOID HEIGHT- -26.60 (meters) GEOID99 QP1729 QP1729 HORZ ORDER - B QP1729 ELLP ORDER - FOURTH CLASS I QP1729 QP1729.This mark is at Little Falls-Morrison Co Airport (LXL) QP1729 QP1729.The horizontal coordinates were established by GPS observations QP1729.and adjusted by the National Geodetic Survey in January 1997. QP1729 QP1729.The orthometric height was determined by GPS observations and a QP1729.high-resolution geoid model. QP1729 QP1729.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP1729 QP1729.The Laplace correction was computed from DEFLEC99 derived deflections. QP1729 QP1729.The ellipsoidal height was determined by GPS observations QP1729.and is referenced to NAD 83. QP1729 QP1729.The geoid height was determined by GEOID99. QP1729 QP1729; North East Units Scale Converg. QP1729;SPC MN C - 205,844.710 792,131.997 MT 0.99994420 -0 04 24.3 QP1729;UTM 15 - 5,089,630.958 395,261.406 MT 0.99973486 -0 58 17.3 QP1729 QP1729: Primary Azimuth Mark Grid Az QP1729:SPC MN C - LIFAPORT AZ MK 130 06 12.8 QP1729:UTM 15 - LIFAPORT AZ MK 131 00 05.8 QP1729 QP1729|---------------------------------------------------------------------| QP1729| PID Reference Object Distance Geod. Az | QP1729| dddmmss.s | QP1729| QP1730 LIFAPORT AZ MK APPROX. 1.2 KM 1300148.5 | QP1729|---------------------------------------------------------------------| QP1729 QP1729 SUPERSEDED SURVEY CONTROL QP1729 QP1729 NAD 83(1986)- 45 57 08.12523(N) 094 21 05.35247(W) AD( ) 2 QP1729 NGVD 29 - 340.6 (m) 1117. (f) GPS OBS QP1729 QP1729.Superseded values are not recommended for survey control. QP1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP1729.See file dsdata.txt to determine how the superseded data were derived. QP1729 QP1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9526189631(NAD 83) QP1729_MARKER: I = METAL ROD QP1729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) QP1729_STAMPING: LIFAPORT 1989 QP1729_MARK LOGO: NGS QP1729_PROJECTION: RECESSED 7 CENTIMETERS QP1729_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP1729+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000 QP1729_ROD/PIPE-DEPTH: 29.2 meters QP1729_SLEEVE-DEPTH : 1.52 meters QP1729 QP1729 HISTORY - Date Condition Report By QP1729 HISTORY - 1989 MONUMENTED MNDT QP1729 HISTORY - 19941116 GOOD MNDT QP1729 HISTORY - 19990519 GOOD MNDT QP1729 HISTORY - 20001011 GOOD MNDT QP1729 QP1729 STATION DESCRIPTION QP1729 QP1729'DESCRIBED BY MN DEPT OF TRANSP 1989 QP1729'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF LITTLE QP1729'FALLS, AT THE NORTH END OF RUNWAY 12, AT THE LITTLE FALLS AIRPORT, IN QP1729'THE NORTHEAST 1/4 OF SECTION 20, T40N, R32W. QP1729'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY STREET SOUTH AND QP1729'FOURTH STREET EAST IN LITTLE FALLS, GO EAST ON FOURTH STREET FOR 2.33 QP1729'KM (1.45 MI) TO A ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE QP1729'ROAD FOR 1.21 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN QP1729'RIGHT AND GO WEST FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE, THEN GO QP1729'0.24 KM (0.15 MI) NORTHWEST ALONG A TAXIWAY TO RUNWAY END 12 AND THE QP1729'STATION. QP1729'STATION MARKER IS A PUNCH MARK IN THE TOP OF A 1/2 INCH STAINLESS QP1729'STEEL ROD DRIVEN TO REFUSAL. MARKER IS LOCATED ON LINE WITH THE QP1729'NORTHWEST END OF RUNWAY, 49.47 M (162.3 FT) SOUTHWEST OF THE RUNWAY QP1729'CENTERLINE, 16.21 M (53.2 FT) SOUTH-SOUTHWEST OF A RUNWAY LANDING QP1729'LIGHT, 35.2 M (115.5 FT) SOUTHWEST OF AN END LIGHT ON THE NORTHWEST QP1729'END OF RUNWAY, 65.71 M (215.6 FT) WEST OF AN END LIGHT ON THE QP1729'SOUTHWEST SIDE OF THE RUNWAY, AND 1.04 M (3.4 FT) SOUTHEAST OF A STEEL QP1729'WITNESS POST. QP1729'AIRPORT MANAGER (ROLF TURNER) SHOULD BE CONTACTED AT 612-632-2413. QP1729'DESCRIBED BY MNDOT. QP1729'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. QP1729 QP1729 STATION RECOVERY (1994) QP1729 QP1729'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) QP1729'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. A RR SPIKE WAS QP1729'SET NEXT TO THE STATION TO MAKE IT MAGNETIC. RECOVERY NOTE BY DAVID QP1729'K. HERDER, TYPED BY D.J.E. QP1729 QP1729 STATION RECOVERY (1999) QP1729 QP1729'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP) QP1729'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) SE OF LITTLE FALLS, AT AIRPORT, QP1729'1.45 MI (2.33 KM) SOUTH AND EAST ON FOURTH ST SE FROM JCT OF BROADWAY QP1729'(TH 27) AND FOURTH ST SE THEN 0.75 MI (1.21 KM) SOUTH ON CO RD 257 TO QP1729'AIRPORT ENTRANCE, 0.15 MI (0.24 KM) NW OF AIRPORT OFFICE, 500 FT QP1729'(152.4 M) FROM END OF RUNWAY, 162.3 FT (49.5 M) SW OF RUNWAY, 53.2 FT QP1729'(16.2 M) SSW OF LIGHT, 115.5 FT (35.2 M) SW OF LIGHT, 215.6 FT (65.7 QP1729'M) WEST OF LIGHT, 3.4 FT (1.0 M) SE OF WIT POST. QP1729 QP1729 STATION RECOVERY (2000) QP1729 QP1729'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QP1729'RECOVERED AS DESCRIBED. ACCESS COVER FLUSH. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP1730 *********************************************************************** QP1730 DESIGNATION - LIFAPORT AZ MK QP1730 PID - QP1730 QP1730 STATE/COUNTY- MN/MORRISON QP1730 USGS QUAD - LITTLE FALLS EAST (1978) QP1730 QP1730 *CURRENT SURVEY CONTROL QP1730 ___________________________________________________________________ QP1730* NAD 83(1996)- 45 56 42.73091(N) 094 20 22.02569(W) ADJUSTED QP1730* NAVD 88 - 341.0 (meters) 1119. (feet) GPS OBS QP1730 ___________________________________________________________________ QP1730 X - -336,174.862 (meters) COMP QP1730 Y - -4,430,181.381 (meters) COMP QP1730 Z - 4,561,240.453 (meters) COMP QP1730 LAPLACE CORR- -1.66 (seconds) DEFLEC99 QP1730 ELLIP HEIGHT- 314.44 (meters) (07/29/03) GPS OBS QP1730 GEOID HEIGHT- -26.61 (meters) GEOID99 QP1730 QP1730 HORZ ORDER - FIRST QP1730 ELLP ORDER - FOURTH CLASS I QP1730 QP1730.This mark is at Little Falls-Morrison Co Airport (LXL) QP1730 QP1730.The horizontal coordinates were established by GPS observations QP1730.and adjusted by the MN DEPT OF TRANSP in July 2003. QP1730 QP1730.The orthometric height was determined by GPS observations and a QP1730.high-resolution geoid model. QP1730 QP1730.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP1730 QP1730.The Laplace correction was computed from DEFLEC99 derived deflections. QP1730 QP1730.The ellipsoidal height was determined by GPS observations QP1730.and is referenced to NAD 83. QP1730 QP1730.The geoid height was determined by GEOID99. QP1730 QP1730; North East Units Scale Converg. QP1730;SPC MN C - 205,059.514 793,064.331 MT 0.99994502 -0 03 52.9 QP1730;UTM 15 - 5,088,831.415 396,181.126 MT 0.99973250 -0 57 45.8 QP1730 QP1730: Primary Azimuth Mark Grid Az QP1730:SPC MN C - LIFAPORT 310 06 12.5 QP1730:UTM 15 - LIFAPORT 311 00 05.4 QP1730 QP1730|---------------------------------------------------------------------| QP1730| PID Reference Object Distance Geod. Az | QP1730| dddmmss.s | QP1730| QP1729 LIFAPORT APPROX. 1.2 KM 3100219.6 | QP1730|---------------------------------------------------------------------| QP1730 QP1730 SUPERSEDED SURVEY CONTROL QP1730 QP1730 NAD 83(1996)- 45 56 42.73094(N) 094 20 22.02519(W) AD( ) 2 QP1730 ELLIP HT - 314.43 (m) (03/16/99) GP( ) 4 1 QP1730 ELLIP HT - 314.32 (m) (11/21/91) GP( ) 4 1 QP1730 NAD 83(1986)- 45 56 42.72878(N) 094 20 22.01666(W) AD( ) 2 QP1730 NGVD 29 - 340.9 (m) 1118. (f) GPS OBS QP1730 QP1730.Superseded values are not recommended for survey control. QP1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP1730.See file dsdata.txt to determine how the superseded data were derived. QP1730 QP1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9618188831(NAD 83) QP1730_MARKER: I = METAL ROD QP1730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) QP1730_STAMPING: LIFAPORT AZ MK 1989 QP1730_MARK LOGO: NGS QP1730_PROJECTION: RECESSED 7 CENTIMETERS QP1730_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP1730+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000 QP1730_ROD/PIPE-DEPTH: 26.8 meters QP1730_SLEEVE-DEPTH : 1.52 meters QP1730 QP1730 HISTORY - Date Condition Report By QP1730 HISTORY - 1989 MONUMENTED NGS QP1730 HISTORY - 20001011 GOOD MNDT QP1730 QP1730 STATION DESCRIPTION QP1730 QP1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 QP1730'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) SOUTHEAST OF LITTLE QP1730'FALLS, AT THE SOUTH END OF RUNWAY 30, AT THE LITTLE FALLS AIRPORT, IN QP1730'THE SOUTHEAST 1/4 OF SECTION 21, T40N, R32W. QP1730'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY STREET SOUTH AND QP1730'FOURTH STREET EAST IN LITTLE FALLS, GO EAST ON FOURTH STREET FOR 1.45 QP1730'MILES TO A ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE ROAD FOR QP1730'1.20 KM (0.75 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT AND QP1730'GO WEST FOR 0.24 KM (0.15 MI) TO THE AIRPORT OFFICE, THEN GO 0.96 KM QP1730'(0.60 MI) SOUTHEAST ALONG A TAXIWAY TO RUNWAY END 30 AND THE STATION. QP1730'STATION MARKER IS A PUNCH MARK IN THE TOP OF A 1/2 INCH STAINLESS QP1730'STEEL ROD DRIVEN TO REFUSAL. MARKER IS LOCATED ON LINE WITH SOUTHEAST QP1730'END OF RUNWAY 30, 36.5 M (119.8 FT) SOUTHWEST OF THE RUNWAY QP1730'CENTERLINE, 3.93 M (12.9 FT) WEST OF A RUNWAY LANDING LIGHT, 22.79 M QP1730'(74.8 FT) SOUTHWEST OF AN END LIGHT ON THE SOUTHEAST END OF THE QP1730'RUNWAY, 55.99 M (183.7 FT) SOUTH-SOUTHEAST OF AN END LIGHT ON THE QP1730'SOUTHWEST SIDE OF THE RUNWAY, AND 1.34 M (4.4 FT) NORTHWEST OF A STEEL QP1730'WITNESS POST. QP1730'AIRPORT MANAGER (ROLF TURNER) SHOULD BE CONTACTED AT 612-632-2413. QP1730'DESCRIBED BY MNDOT. QP1730'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. QP1730 QP1730 STATION RECOVERY (2000) QP1730 QP1730'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QP1730'RECOVERED AS DESCRIBED. ACCESS COVER FLUSH. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6551 *********************************************************************** DF6551 DESIGNATION - LINDY DF6551 PID - DF6551 DF6551 STATE/COUNTY- MN/MORRISON DF6551 USGS QUAD - RANDALL EAST (1989) DF6551 DF6551 *CURRENT SURVEY CONTROL DF6551 ___________________________________________________________________ DF6551* NAD 83(1996)- 46 00 22.41882(N) 094 23 38.19214(W) ADJUSTED DF6551* NAVD 88 - 347.9 (meters) 1141. (feet) GPS OBS DF6551 ___________________________________________________________________ DF6551 X - -340,014.684 (meters) COMP DF6551 Y - -4,425,001.304 (meters) COMP DF6551 Z - 4,565,959.519 (meters) COMP DF6551 LAPLACE CORR- -0.92 (seconds) DEFLEC99 DF6551 ELLIP HEIGHT- 321.33 (meters) (07/29/03) GPS OBS DF6551 GEOID HEIGHT- -26.61 (meters) GEOID99 DF6551 DF6551 HORZ ORDER - FIRST DF6551 ELLP ORDER - FOURTH CLASS I DF6551 DF6551.The horizontal coordinates were established by GPS observations DF6551.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6551 DF6551.The orthometric height was determined by GPS observations and a DF6551.high-resolution geoid model. DF6551 DF6551.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6551 DF6551.The Laplace correction was computed from DEFLEC99 derived deflections. DF6551 DF6551.The ellipsoidal height was determined by GPS observations DF6551.and is referenced to NAD 83. DF6551 DF6551.The geoid height was determined by GEOID99. DF6551 DF6551; North East Units Scale Converg. DF6551;SPC MN C - 211,848.247 788,851.702 MT 0.99993839 -0 06 14.9 DF6551;UTM 15 - 5,095,683.968 392,076.293 MT 0.99974319 -1 00 10.5 DF6551 DF6551 SUPERSEDED SURVEY CONTROL DF6551 DF6551.No superseded survey control is available for this station. DF6551 DF6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9207695684(NAD 83) DF6551_MARKER: DD = SURVEY DISK DF6551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6551_STAMPING: LINDY 2000 DF6551_MARK LOGO: MNDT DF6551_PROJECTION: FLUSH DF6551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6551+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6551_ROD/PIPE-DEPTH: 9.1 meters DF6551 DF6551 HISTORY - Date Condition Report By DF6551 HISTORY - 2000 MONUMENTED MNDT DF6551 DF6551 STATION DESCRIPTION DF6551 DF6551'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6551'3.7 MI (6.0 KM) NW ALONG TH 10 FROM JCT OF TH 27 IN LITTLE FALLS, AT DF6551'TH 10 MP 141.9, 165 FT (50.3 M) NE OF WB TH 10, 120 FT (36.6 M) SW OF DF6551'GREYHOUND RD, 95 FT (29.0 M) SE OF GREYHOUND, 2.5 FT (0.8 M) SE OF WIT DF6551'POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB5944 *********************************************************************** AB5944 DESIGNATION - MOLITORS AB5944 PID - AB5944 AB5944 STATE/COUNTY- MN/MORRISON AB5944 USGS QUAD - CUSHING (1981) AB5944 AB5944 *CURRENT SURVEY CONTROL AB5944 ___________________________________________________________________ AB5944* NAD 83(1996)- 46 08 11.73335(N) 094 34 22.73945(W) ADJUSTED AB5944* NAVD 88 - 383.125 (meters) 1256.97 (feet) ADJUSTED AB5944 ___________________________________________________________________ AB5944 X - -353,010.318 (meters) COMP AB5944 Y - -4,413,538.014 (meters) COMP AB5944 Z - 4,576,038.186 (meters) COMP AB5944 LAPLACE CORR- 1.35 (seconds) DEFLEC99 AB5944 ELLIP HEIGHT- 356.36 (meters) (03/16/99) GPS OBS AB5944 GEOID HEIGHT- -26.79 (meters) GEOID99 AB5944 DYNAMIC HT - 383.128 (meters) 1256.98 (feet) COMP AB5944 MODELED GRAV- 980,611.7 (mgal) NAVD 88 AB5944 AB5944 HORZ ORDER - FIRST AB5944 VERT ORDER - SECOND CLASS I AB5944 ELLP ORDER - FOURTH CLASS I AB5944 AB5944.The horizontal coordinates were established by GPS observations AB5944.and adjusted by the National Geodetic Survey in March 1999. AB5944 AB5944.The orthometric height was determined by differential leveling AB5944.and adjusted by the National Geodetic Survey in May 2000. AB5944 AB5944.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB5944 AB5944.The Laplace correction was computed from DEFLEC99 derived deflections. AB5944 AB5944.The ellipsoidal height was determined by GPS observations AB5944.and is referenced to NAD 83. AB5944 AB5944.The geoid height was determined by GEOID99. AB5944 AB5944.The dynamic height is computed by dividing the NAVD 88 AB5944.geopotential number by the normal gravity value computed on the AB5944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB5944.degrees latitude (g = 980.6199 gals.). AB5944 AB5944.The modeled gravity was interpolated from observed gravity values. AB5944 AB5944; North East Units Scale Converg. AB5944;SPC MN C - 226,378.465 775,044.160 MT 0.99992799 -0 14 01.1 AB5944;UTM 15 - 5,110,426.672 378,500.916 MT 0.99978147 -1 08 03.3 AB5944 AB5944 SUPERSEDED SURVEY CONTROL AB5944 AB5944 NAD 83(1986)- 46 08 11.73114(N) 094 34 22.73105(W) AD( ) 1 AB5944 AB5944.Superseded values are not recommended for survey control. AB5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB5944.See file dsdata.txt to determine how the superseded data were derived. AB5944 AB5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7850110427(NAD 83) AB5944_MARKER: DD = SURVEY DISK AB5944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB5944_STAMPING: MOLITORS 1993 AB5944_MARK LOGO: MNDT AB5944_PROJECTION: FLUSH AB5944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB5944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB5944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB5944+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000 AB5944_ROD/PIPE-DEPTH: 12.2 meters AB5944 AB5944 HISTORY - Date Condition Report By AB5944 HISTORY - 1993 MONUMENTED MNDT AB5944 HISTORY - 19951003 GOOD MNDT AB5944 HISTORY - 20001009 GOOD MNDT AB5944 AB5944 STATION DESCRIPTION AB5944 AB5944'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH) AB5944'THE MARK IS LOCATED ABOUT 0.3 MI (0.48 KM) SE OF THE TOWN OF CUSHING AB5944'IN THE SW 1/4 OF SECTION 22, T131N, R31W. TO REACH THE MARK FROM THE AB5944'JCT OF CO RD 207 AND TH 10, GO SE ON TH 10 FOR 0.25 MI (0.40 KM) TO TH AB5944'10 MP 130.25. THE MARK IS 174.0 FT (53.04 M) NE OF WB TH 10, 95.0 FT AB5944'(28.96 M) SW OF THE SW RAIL OF THE RR TRACKS, AND 6.9 FT (2.10 M) AB5944'SOUTH OF A WIT POST. AB5944 AB5944 STATION RECOVERY (1995) AB5944 AB5944'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS) AB5944'RECOVERED AS DESCRIBED. AB5944 AB5944 STATION RECOVERY (2000) AB5944 AB5944'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AB5944'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0930 *********************************************************************** QP0930 DESIGNATION - N 260 QP0930 PID - QP0930 QP0930 STATE/COUNTY- MN/MORRISON QP0930 USGS QUAD - LITTLE FALLS EAST (1978) QP0930 QP0930 *CURRENT SURVEY CONTROL QP0930 ___________________________________________________________________ QP0930* NAD 83(1986)- 45 56 16. (N) 094 21 22. (W) SCALED QP0930* NAVD 88 - 338.683 (meters) 1111.16 (feet) ADJUSTED QP0930 ___________________________________________________________________ QP0930 GEOID HEIGHT- -26.60 (meters) GEOID99 QP0930 DYNAMIC HT - 338.691 (meters) 1111.19 (feet) COMP QP0930 MODELED GRAV- 980,626.3 (mgal) NAVD 88 QP0930 QP0930 VERT ORDER - FIRST CLASS I QP0930 QP0930.The horizontal coordinates were scaled from a topographic map and have QP0930.an estimated accuracy of +/- 6 seconds. QP0930 QP0930.The orthometric height was determined by differential leveling QP0930.and adjusted by the National Geodetic Survey in June 1991. QP0930 QP0930.The geoid height was determined by GEOID99. QP0930 QP0930.The dynamic height is computed by dividing the NAVD 88 QP0930.geopotential number by the normal gravity value computed on the QP0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0930.degrees latitude (g = 980.6199 gals.). QP0930 QP0930.The modeled gravity was interpolated from observed gravity values. QP0930 QP0930; North East Units Estimated Accuracy QP0930;SPC MN C - 204,240. 791,770. MT (+/- 180 meters Scaled) QP0930 QP0930 SUPERSEDED SURVEY CONTROL QP0930 QP0930 NGVD 29 - 338.546 (m) 1110.71 (f) ADJ UNCH 1 1 QP0930 QP0930.Superseded values are not recommended for survey control. QP0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0930.See file dsdata.txt to determine how the superseded data were derived. QP0930 QP0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL948880(NAD 83) QP0930_MARKER: DB = BENCH MARK DISK QP0930_SETTING: 30 = FOUNDATION QP0930_STAMPING: N 260 1976 QP0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY QP0930 QP0930 HISTORY - Date Condition Report By QP0930 HISTORY - 1976 MONUMENTED NGS QP0930 HISTORY - 20001010 MARK NOT FOUND MNDT QP0930 QP0930 STATION DESCRIPTION QP0930 QP0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0930'2.7 MI SOUTH FROM LITTLE FALLS. QP0930'2.7 MILES SOUTH ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF STATE QP0930'HIGHWAY 27, 0.25 MILE SOUTH OF HIGHWAY MILEPOST 148, 0.1 MILE SOUTH QP0930'OF THE JUNCTION OF COUNTY ROAD 258 LEADING EAST, 152 FT. SOUTHWEST OF QP0930'THE CENTER LINE OF THE SOUTHWEST HIGHWAY LANES, 97.5 FT. SOUTHWEST OF QP0930'THE CENTER LINE OF AN ACCESS ROAD, 9.3 FT. NORTHEAST OF THE NORTHEAST QP0930'RAIL OF THE BURLINGTON NORTHERN RAILROAD, IN THE TOP OF THE NORTH QP0930'CORNER OF A 5 BY 5-FT. CONCRETE FOUNDATION OF AN OVERHEAD RAILROAD QP0930'SIGNAL LIGHT TOWER, 0.5 FT. SOUTH OF THE NORTH CORNER OF THE QP0930'FOUNDATION. QP0930 QP0930 STATION RECOVERY (2000) QP0930 QP0930'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0930'NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6552 *********************************************************************** DF6552 DESIGNATION - OATS DF6552 PID - DF6552 DF6552 STATE/COUNTY- MN/MORRISON DF6552 USGS QUAD - ROYALTON (1978) DF6552 DF6552 *CURRENT SURVEY CONTROL DF6552 ___________________________________________________________________ DF6552* NAD 83(1996)- 45 51 32.22340(N) 094 18 49.01566(W) ADJUSTED DF6552* NAVD 88 - 331.2 (meters) 1087. (feet) GPS OBS DF6552 ___________________________________________________________________ DF6552 X - -334,694.502 (meters) COMP DF6552 Y - -4,437,191.325 (meters) COMP DF6552 Z - 4,554,561.666 (meters) COMP DF6552 LAPLACE CORR- -2.60 (seconds) DEFLEC99 DF6552 ELLIP HEIGHT- 304.57 (meters) (07/29/03) GPS OBS DF6552 GEOID HEIGHT- -26.66 (meters) GEOID99 DF6552 DF6552 HORZ ORDER - FIRST DF6552 ELLP ORDER - FOURTH CLASS I DF6552 DF6552.The horizontal coordinates were established by GPS observations DF6552.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6552 DF6552.The orthometric height was determined by GPS observations and a DF6552.high-resolution geoid model. DF6552 DF6552.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6552 DF6552.The Laplace correction was computed from DEFLEC99 derived deflections. DF6552 DF6552.The ellipsoidal height was determined by GPS observations DF6552.and is referenced to NAD 83. DF6552 DF6552.The geoid height was determined by GEOID99. DF6552 DF6552; North East Units Scale Converg. DF6552;SPC MN C - 195,471.188 795,059.846 MT 0.99995631 -0 02 45.7 DF6552;UTM 15 - 5,079,215.131 398,025.822 MT 0.99972784 -0 56 34.0 DF6552 DF6552 SUPERSEDED SURVEY CONTROL DF6552 DF6552.No superseded survey control is available for this station. DF6552 DF6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9802679215(NAD 83) DF6552_MARKER: DD = SURVEY DISK DF6552_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6552_STAMPING: OATS 2000 DF6552_MARK LOGO: MNDT DF6552_PROJECTION: FLUSH DF6552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6552+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6552_ROD/PIPE-DEPTH: 9.1 meters DF6552 DF6552 HISTORY - Date Condition Report By DF6552 HISTORY - 2000 MONUMENTED MNDT DF6552 DF6552 STATION DESCRIPTION DF6552 DF6552'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6552'2.35 MI (3.78 KM) NW ALONG TH 10 FROM JCT OF CO RD 26 IN ROYALTON, AT DF6552'TH 10 MP 154.1, 37 FT (11.3 M) SW OF WB TH 10, 39 FT (11.9 M) NE OF EB DF6552'TH 10, 59 FT (18.0 M) SE OF 68TH ST, 3.6 FT (1.1 M) NE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6553 *********************************************************************** DF6553 DESIGNATION - OLD DF6553 PID - DF6553 DF6553 STATE/COUNTY- MN/MORRISON DF6553 USGS QUAD - RANDALL EAST (1989) DF6553 DF6553 *CURRENT SURVEY CONTROL DF6553 ___________________________________________________________________ DF6553* NAD 83(1996)- 46 02 31.51265(N) 094 26 36.62186(W) ADJUSTED DF6553* NAVD 88 - 358.4 (meters) 1176. (feet) GPS OBS DF6553 ___________________________________________________________________ DF6553 X - -343,620.737 (meters) COMP DF6553 Y - -4,421,852.931 (meters) COMP DF6553 Z - 4,568,734.809 (meters) COMP DF6553 LAPLACE CORR- -0.60 (seconds) DEFLEC99 DF6553 ELLIP HEIGHT- 331.84 (meters) (07/29/03) GPS OBS DF6553 GEOID HEIGHT- -26.63 (meters) GEOID99 DF6553 DF6553 HORZ ORDER - FIRST DF6553 ELLP ORDER - FOURTH CLASS I DF6553 DF6553.The horizontal coordinates were established by GPS observations DF6553.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6553 DF6553.The orthometric height was determined by GPS observations and a DF6553.high-resolution geoid model. DF6553 DF6553.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6553 DF6553.The Laplace correction was computed from DEFLEC99 derived deflections. DF6553 DF6553.The ellipsoidal height was determined by GPS observations DF6553.and is referenced to NAD 83. DF6553 DF6553.The geoid height was determined by GEOID99. DF6553 DF6553; North East Units Scale Converg. DF6553;SPC MN C - 215,841.996 785,022.738 MT 0.99993502 -0 08 23.9 DF6553;UTM 15 - 5,099,736.538 388,311.173 MT 0.99975335 -1 02 21.2 DF6553 DF6553 SUPERSEDED SURVEY CONTROL DF6553 DF6553.No superseded survey control is available for this station. DF6553 DF6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8831199737(NAD 83) DF6553_MARKER: DD = SURVEY DISK DF6553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6553_STAMPING: OLD 2000 DF6553_MARK LOGO: MNDT DF6553_PROJECTION: RECESSED 8 CENTIMETERS DF6553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6553+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6553_ROD/PIPE-DEPTH: 6.1 meters DF6553 DF6553 HISTORY - Date Condition Report By DF6553 HISTORY - 2000 MONUMENTED MNDT DF6553 DF6553 STATION DESCRIPTION DF6553 DF6553'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6553'4 MI (6.4 KM) SE OF RANDALL, 3.4 MI (5.5 KM) SE ALONG TH 10 FROM JCT DF6553'OF TH 115, 121 FT (36.9 M) NW OF CROSS0VER, 59 FT (18.0 M) SW OF WB TH DF6553'10, 97.5 FT (29.7 M) SW OF P-POLE, 2.4 FT (0.7 M) SE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0917 *********************************************************************** QP0917 DESIGNATION - P 259 QP0917 PID - QP0917 QP0917 STATE/COUNTY- MN/MORRISON QP0917 USGS QUAD - ROYALTON (1978) QP0917 QP0917 *CURRENT SURVEY CONTROL QP0917 ___________________________________________________________________ QP0917* NAD 83(1986)- 45 50 40. (N) 094 18 17. (W) SCALED QP0917* NAVD 88 - 329.995 (meters) 1082.66 (feet) ADJUSTED QP0917 ___________________________________________________________________ QP0917 GEOID HEIGHT- -26.68 (meters) GEOID99 QP0917 DYNAMIC HT - 329.998 (meters) 1082.67 (feet) COMP QP0917 MODELED GRAV- 980,616.6 (mgal) NAVD 88 QP0917 QP0917 VERT ORDER - FIRST CLASS I QP0917 QP0917.The horizontal coordinates were scaled from a topographic map and have QP0917.an estimated accuracy of +/- 6 seconds. QP0917 QP0917.The orthometric height was determined by differential leveling QP0917.and adjusted by the National Geodetic Survey in June 1991. QP0917 QP0917.The geoid height was determined by GEOID99. QP0917 QP0917.The dynamic height is computed by dividing the NAVD 88 QP0917.geopotential number by the normal gravity value computed on the QP0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0917.degrees latitude (g = 980.6199 gals.). QP0917 QP0917.The modeled gravity was interpolated from observed gravity values. QP0917 QP0917; North East Units Estimated Accuracy QP0917;SPC MN C - 193,860. 795,750. MT (+/- 180 meters Scaled) QP0917 QP0917 SUPERSEDED SURVEY CONTROL QP0917 QP0917 NGVD 29 - 329.866 (m) 1082.24 (f) ADJ UNCH 1 1 QP0917 QP0917.Superseded values are not recommended for survey control. QP0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0917.See file dsdata.txt to determine how the superseded data were derived. QP0917 QP0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL986775(NAD 83) QP0917_MARKER: DV = VERTICAL CONTROL DISK QP0917_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QP0917+WITH SETTING: INTO GROUND QP0917_STAMPING: P 259 1976 QP0917_MARK LOGO: CGS QP0917_PROJECTION: RECESSED 15 CENTIMETERS QP0917_MAGNETIC: I = MARKER IS A STEEL ROD QP0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QP0917+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000 QP0917 QP0917 HISTORY - Date Condition Report By QP0917 HISTORY - 1976 MONUMENTED NGS QP0917 HISTORY - 20001011 GOOD MNDT QP0917 QP0917 STATION DESCRIPTION QP0917 QP0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0917'1.2 MI NW FROM ROYALTON. QP0917'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF QP0917'COUNTY HIGHWAY 26, AT THE JUNCTION OF A GRAVELED ROAD LEADING EAST, QP0917'64 FT. NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, QP0917'136 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 161 FT. SOUTHEAST OF QP0917'AND ACROSS THE ROAD FROM T JUNCTION POWER LINE POLE NUMBER 439, 11 QP0917'FT. SOUTHWEST OF HIGHWAY RW SIGN POST, THE DISK IS 0.8 FT. BELOW QP0917'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH QP0917'PLASTIC SCREW PLUG FLUSH WITH THE GROUND. QP0917 QP0917 STATION RECOVERY (2000) QP0917 QP0917'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QP0917'RECOVERED AS DESCRIBED, 136 FT (41.5 M) EAST OF 58TH ST, AT TH 10 MP QP0917'155.25, 2 FT (0.6 M) SE OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0932 *********************************************************************** QP0932 DESIGNATION - Q 260 QP0932 PID - QP0932 QP0932 STATE/COUNTY- MN/MORRISON QP0932 USGS QUAD - LITTLE FALLS EAST (1978) QP0932 QP0932 *CURRENT SURVEY CONTROL QP0932 ___________________________________________________________________ QP0932* NAD 83(1986)- 45 58 25. (N) 094 21 48. (W) SCALED QP0932* NAVD 88 - 334.181 (meters) 1096.39 (feet) ADJUSTED QP0932 ___________________________________________________________________ QP0932 GEOID HEIGHT- -26.60 (meters) GEOID99 QP0932 DYNAMIC HT - 334.189 (meters) 1096.42 (feet) COMP QP0932 MODELED GRAV- 980,629.6 (mgal) NAVD 88 QP0932 QP0932 VERT ORDER - FIRST CLASS I QP0932 QP0932.The horizontal coordinates were scaled from a topographic map and have QP0932.an estimated accuracy of +/- 6 seconds. QP0932 QP0932.The orthometric height was determined by differential leveling QP0932.and adjusted by the National Geodetic Survey in June 1991. QP0932 QP0932.The geoid height was determined by GEOID99. QP0932 QP0932.The dynamic height is computed by dividing the NAVD 88 QP0932.geopotential number by the normal gravity value computed on the QP0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0932.degrees latitude (g = 980.6199 gals.). QP0932 QP0932.The modeled gravity was interpolated from observed gravity values. QP0932 QP0932; North East Units Estimated Accuracy QP0932;SPC MN C - 208,220. 791,220. MT (+/- 180 meters Scaled) QP0932 QP0932 SUPERSEDED SURVEY CONTROL QP0932 QP0932 NGVD 29 - 334.039 (m) 1095.93 (f) ADJ UNCH 1 1 QP0932 QP0932.Superseded values are not recommended for survey control. QP0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0932.See file dsdata.txt to determine how the superseded data were derived. QP0932 QP0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL943920(NAD 83) QP0932_MARKER: DV = VERTICAL CONTROL DISK QP0932_SETTING: 34 = FOUNDATION WALL QP0932_STAMPING: Q 260 1976 QP0932_MARK LOGO: NGS QP0932_PROJECTION: FLUSH QP0932_MAGNETIC: N = NO MAGNETIC MATERIAL QP0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QP0932+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0932 QP0932 HISTORY - Date Condition Report By QP0932 HISTORY - 1976 MONUMENTED NGS QP0932 HISTORY - 19930805 GOOD MNDT QP0932 HISTORY - 20001010 GOOD MNDT QP0932 QP0932 STATION DESCRIPTION QP0932 QP0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0932'1.5 MI SOUTH FROM IN LITTLE FALLS. QP0932'AT LITTLE FALLS, AT THE SOUTHWEST CORNER OF THE JUNCTION OF FIRST QP0932'STREET SOUTHEAST (U.S. HIGHWAY 10) AND SECOND AVENUE SOUTHEAST, QP0932'151 FT. WEST OF THE WEST CURB OF THE STREET, 145 FT. SOUTH OF THE QP0932'CENTER LINE OF THE AVENUE, SET VERTICALLY IN THE WEST FACE OF THE QP0932'CONCRETE FOUNDATION OF THE PINE EDGE MOTOR INN BUILDING, 3.8 FT. QP0932'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 3 FT. ABOVE THE QP0932'GROUND. QP0932 QP0932 STATION RECOVERY (1993) QP0932 QP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS) QP0932'THE MARK WAS RECOVERED AS DESCRIBED. QP0932 QP0932 STATION RECOVERY (2000) QP0932 QP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0932'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0919 *********************************************************************** QP0919 DESIGNATION - R 259 QP0919 PID - QP0919 QP0919 STATE/COUNTY- MN/MORRISON QP0919 USGS QUAD - ROYALTON (1978) QP0919 QP0919 *CURRENT SURVEY CONTROL QP0919 ___________________________________________________________________ QP0919* NAD 83(1986)- 45 51 20. (N) 094 18 43. (W) SCALED QP0919* NAVD 88 - 330.914 (meters) 1085.67 (feet) ADJUSTED QP0919 ___________________________________________________________________ QP0919 GEOID HEIGHT- -26.66 (meters) GEOID99 QP0919 DYNAMIC HT - 330.918 (meters) 1085.69 (feet) COMP QP0919 MODELED GRAV- 980,617.7 (mgal) NAVD 88 QP0919 QP0919 VERT ORDER - FIRST CLASS I QP0919 QP0919.The horizontal coordinates were scaled from a topographic map and have QP0919.an estimated accuracy of +/- 6 seconds. QP0919 QP0919.The orthometric height was determined by differential leveling QP0919.and adjusted by the National Geodetic Survey in June 1991. QP0919 QP0919.The geoid height was determined by GEOID99. QP0919 QP0919.The dynamic height is computed by dividing the NAVD 88 QP0919.geopotential number by the normal gravity value computed on the QP0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0919.degrees latitude (g = 980.6199 gals.). QP0919 QP0919.The modeled gravity was interpolated from observed gravity values. QP0919 QP0919; North East Units Estimated Accuracy QP0919;SPC MN C - 195,090. 795,190. MT (+/- 180 meters Scaled) QP0919 QP0919 SUPERSEDED SURVEY CONTROL QP0919 QP0919 NGVD 29 - 330.785 (m) 1085.25 (f) ADJ UNCH 1 1 QP0919 QP0919.Superseded values are not recommended for survey control. QP0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0919.See file dsdata.txt to determine how the superseded data were derived. QP0919 QP0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL981788(NAD 83) QP0919_MARKER: DV = VERTICAL CONTROL DISK QP0919_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QP0919+WITH SETTING: INTO GROUND QP0919_STAMPING: R 259 1976 QP0919_MARK LOGO: NGS QP0919_PROJECTION: RECESSED 15 CENTIMETERS QP0919_MAGNETIC: I = MARKER IS A STEEL ROD QP0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0919+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0919 QP0919 HISTORY - Date Condition Report By QP0919 HISTORY - 1976 MONUMENTED NGS QP0919 HISTORY - 20001010 GOOD MNDT QP0919 QP0919 STATION DESCRIPTION QP0919 QP0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0919'2.0 MI NW FROM ROYALTON. QP0919'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF QP0919'COUNTY HIGHWAY 26, 2 TELEPHONE POLES NORTHWEST OF AND ACROSS THE QP0919'HIGHWAY FROM THE BURLINGTON NORTHERN RAILROAD MILEPOST 97, 47 FT. QP0919'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, IN THE QP0919'CENTER OF A SMALL CLEARING BETWEEN PINE TREES, 42.5 FT. SOUTH OF A QP0919'RW SIGN POST, THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, QP0919'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH QP0919'WITH THE GROUND. QP0919 QP0919 STATION RECOVERY (2000) QP0919 QP0919'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DS) QP0919'RECOVERED AS DESCRIBED, AT TH 10 MP 154.40, 2 FT (0.6 M) NE OF WIT QP0919'POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0931 *********************************************************************** QP0931 DESIGNATION - R 260 QP0931 PID - QP0931 QP0931 STATE/COUNTY- MN/MORRISON QP0931 USGS QUAD - LITTLE FALLS EAST (1978) QP0931 QP0931 *CURRENT SURVEY CONTROL QP0931 ___________________________________________________________________ QP0931* NAD 83(1986)- 45 58 00. (N) 094 21 51. (W) SCALED QP0931* NAVD 88 - 339.012 (meters) 1112.24 (feet) ADJUSTED QP0931 ___________________________________________________________________ QP0931 GEOID HEIGHT- -26.60 (meters) GEOID99 QP0931 DYNAMIC HT - 339.021 (meters) 1112.27 (feet) COMP QP0931 MODELED GRAV- 980,628.9 (mgal) NAVD 88 QP0931 QP0931 VERT ORDER - FIRST CLASS I QP0931 QP0931.The horizontal coordinates were scaled from a topographic map and have QP0931.an estimated accuracy of +/- 6 seconds. QP0931 QP0931.The orthometric height was determined by differential leveling QP0931.and adjusted by the National Geodetic Survey in June 1991. QP0931 QP0931.The geoid height was determined by GEOID99. QP0931 QP0931.The dynamic height is computed by dividing the NAVD 88 QP0931.geopotential number by the normal gravity value computed on the QP0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0931.degrees latitude (g = 980.6199 gals.). QP0931 QP0931.The modeled gravity was interpolated from observed gravity values. QP0931 QP0931; North East Units Estimated Accuracy QP0931;SPC MN C - 207,450. 791,150. MT (+/- 180 meters Scaled) QP0931 QP0931 SUPERSEDED SURVEY CONTROL QP0931 QP0931 NGVD 29 - 338.871 (m) 1111.78 (f) ADJ UNCH 1 1 QP0931 QP0931.Superseded values are not recommended for survey control. QP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0931.See file dsdata.txt to determine how the superseded data were derived. QP0931 QP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL943912(NAD 83) QP0931_MARKER: DV = VERTICAL CONTROL DISK QP0931_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) QP0931_STAMPING: R 260 1976 QP0931_MARK LOGO: NGS QP0931_PROJECTION: RECESSED 5 CENTIMETERS QP0931_MAGNETIC: I = MARKER IS A STEEL ROD QP0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QP0931+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0931 QP0931 HISTORY - Date Condition Report By QP0931 HISTORY - 1976 MONUMENTED NGS QP0931 HISTORY - 19930805 GOOD MNDT QP0931 HISTORY - 20001010 GOOD MNDT QP0931 QP0931 STATION DESCRIPTION QP0931 QP0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0931'1.5 MI SOUTH FROM IN LITTLE FALLS. QP0931'AT LITTLE FALLS, 0.65 MILE SOUTH ALONG FIRST STREET SOUTHEAST QP0931'(U.S.HIGHWAY 10) FROM THE JUNCTION OF STATE HIGHWAY 27 (BROADWAY EAST) QP0931'AT THE SOUTHEAST CORNER OF THE JUNCTION OF CHERRY AVENUE, 143 FT. QP0931'WEST OF THE WEST CURB OF THE STREET, 21 FT. SOUTH OF THE CENTER LINE QP0931'OF THE AVENUE, 1 FT. WEST OF THE NORTHWEST CORNER OF A SMALL BRICK QP0931'APARTMENT BUILDING, 2 FT. SOUTH OF A T JUNCTION POWER LINE POLE QP0931'SUPPORTING A STREET LIGHT, THE DISK IS 0.6 FT. BELOW THE LEVEL OF THE QP0931'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC PLUG FLUSH QP0931'WITH THE GROUND. QP0931 QP0931 STATION RECOVERY (1993) QP0931 QP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS) QP0931'THE MARK WAS RECOVERED AS DESCRIBED WITH THESE ADDITIONS-- MARK IS QP0931'68.5 FT (20.9 M) WNW OF THE NW COR OF A BRICK BLDG. QP0931 QP0931 STATION RECOVERY (2000) QP0931 QP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0931'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0920 *********************************************************************** QP0920 DESIGNATION - S 259 QP0920 PID - QP0920 QP0920 STATE/COUNTY- MN/MORRISON QP0920 USGS QUAD - ROYALTON (1978) QP0920 QP0920 *CURRENT SURVEY CONTROL QP0920 ___________________________________________________________________ QP0920* NAD 83(1996)- 45 51 57.81044(N) 094 19 01.00414(W) ADJUSTED QP0920* NAVD 88 - 330.708 (meters) 1085.00 (feet) ADJUSTED QP0920 ___________________________________________________________________ QP0920 X - -334,909.696 (meters) COMP QP0920 Y - -4,436,606.167 (meters) COMP QP0920 Z - 4,555,111.491 (meters) COMP QP0920 LAPLACE CORR- -2.60 (seconds) DEFLEC99 QP0920 ELLIP HEIGHT- 304.10 (meters) (07/29/03) GPS OBS QP0920 GEOID HEIGHT- -26.66 (meters) GEOID99 QP0920 DYNAMIC HT - 330.712 (meters) 1085.01 (feet) COMP QP0920 MODELED GRAV- 980,618.9 (mgal) NAVD 88 QP0920 QP0920 HORZ ORDER - FIRST QP0920 VERT ORDER - FIRST CLASS I QP0920 ELLP ORDER - FOURTH CLASS I QP0920 QP0920.The horizontal coordinates were established by GPS observations QP0920.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0920 QP0920.The orthometric height was determined by differential leveling QP0920.and adjusted by the National Geodetic Survey in June 1991. QP0920 QP0920.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0920 QP0920.The Laplace correction was computed from DEFLEC99 derived deflections. QP0920 QP0920.The ellipsoidal height was determined by GPS observations QP0920.and is referenced to NAD 83. QP0920 QP0920.The geoid height was determined by GEOID99. QP0920 QP0920.The dynamic height is computed by dividing the NAVD 88 QP0920.geopotential number by the normal gravity value computed on the QP0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0920.degrees latitude (g = 980.6199 gals.). QP0920 QP0920.The modeled gravity was interpolated from observed gravity values. QP0920 QP0920; North East Units Scale Converg. QP0920;SPC MN C - 196,261.356 794,801.908 MT 0.99995530 -0 02 54.3 QP0920;UTM 15 - 5,080,009.059 397,780.338 MT 0.99972845 -0 56 43.0 QP0920 QP0920 SUPERSEDED SURVEY CONTROL QP0920 QP0920 NGVD 29 - 330.577 (m) 1084.57 (f) ADJ UNCH 1 1 QP0920 QP0920.Superseded values are not recommended for survey control. QP0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0920.See file dsdata.txt to determine how the superseded data were derived. QP0920 QP0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9778080009(NAD 83) QP0920_MARKER: DV = VERTICAL CONTROL DISK QP0920_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QP0920+WITH SETTING: INTO GROUND QP0920_STAMPING: S 259 1976 QP0920_MARK LOGO: NGS QP0920_PROJECTION: RECESSED 5 CENTIMETERS QP0920_MAGNETIC: I = MARKER IS A STEEL ROD QP0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0920+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0920 QP0920 HISTORY - Date Condition Report By QP0920 HISTORY - 1976 MONUMENTED NGS QP0920 HISTORY - 20001010 GOOD MNDT QP0920 QP0920 STATION DESCRIPTION QP0920 QP0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0920'2.8 MI NW FROM ROYALTON. QP0920'2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF QP0920'COUNTY HIGHWAY 26, 0.35 MILES NORTHWEST OF MILEPOST 154, AT THE QP0920'JUNCTION OF A GRAVELED ROAD LEADING EAST, 69.5 FT. NORTHEAST OF THE QP0920'CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 131 FT. SOUTH OF THE QP0920'CENTER LINE OF THE ROAD, 66 FT. SOUTHEAST OF THE NORTHWEST END OF A QP0920'ROW OF PINE TREES, 6.5 FT. SOUTHWEST OF A HIGHWAY RW SIGN POST, QP0920'THE DISK IS .2 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH QP0920'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND. QP0920'NOTE, THIS MARK IS 3 FT. DEEP BECAUSE OF SANDY DIRT AND IMPOSSIBLE QP0920'TO CLEAN OUT THE HOLE ANY DEEPER. QP0920 QP0920 STATION RECOVERY (2000) QP0920 QP0920'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0920'RECOVERED AS DESCRIBED, 131 FT (39.9 M) SOUTH OF TWP RD 492, AT TH 10 QP0920'MP 153.65, RECESSED 0.2 FT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0033 *********************************************************************** QP0033 DESIGNATION - ST CLOUD QP0033 PID - QP0033 QP0033 STATE/COUNTY- MN/MORRISON QP0033 USGS QUAD - ST CLOUD (1993) QP0033 QP0033 *CURRENT SURVEY CONTROL QP0033 ___________________________________________________________________ QP0033* NAD 83(1996)- 45 32 17.03084(N) 094 10 58.49657(W) ADJUSTED QP0033* NAVD 88 - 353.854 (meters) 1160.94 (feet) ADJUSTED QP0033 ___________________________________________________________________ QP0033 X - -326,434.790 (meters) COMP QP0033 Y - -4,463,416.602 (meters) COMP QP0033 Z - 4,529,666.663 (meters) COMP QP0033 LAPLACE CORR- -3.59 (seconds) DEFLEC99 QP0033 ELLIP HEIGHT- 326.81 (meters) (01/15/97) GPS OBS QP0033 GEOID HEIGHT- -27.01 (meters) GEOID99 QP0033 DYNAMIC HT - 353.846 (meters) 1160.91 (feet) COMP QP0033 MODELED GRAV- 980,583.1 (mgal) NAVD 88 QP0033 QP0033 HORZ ORDER - FIRST QP0033 VERT ORDER - SECOND CLASS 0 QP0033 ELLP ORDER - FOURTH CLASS II QP0033 QP0033.The horizontal coordinates were established by GPS observations QP0033.and adjusted by the National Geodetic Survey in January 1997. QP0033 QP0033.The orthometric height was determined by differential leveling QP0033.and adjusted by the National Geodetic Survey in June 1991. QP0033 QP0033.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0033 QP0033.The Laplace correction was computed from DEFLEC99 derived deflections. QP0033 QP0033.The ellipsoidal height was determined by GPS observations QP0033.and is referenced to NAD 83. QP0033 QP0033.The geoid height was determined by GEOID99. QP0033 QP0033.The dynamic height is computed by dividing the NAVD 88 QP0033.geopotential number by the normal gravity value computed on the QP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0033.degrees latitude (g = 980.6199 gals.). QP0033 QP0033.The modeled gravity was interpolated from observed gravity values. QP0033 QP0033; North East Units Scale Converg. QP0033;SPC MN C - 159,806.870 805,239.737 MT 1.00001796 +0 02 54.7 QP0033;SPC MN S - 382,042.544 785,712.079 MT 1.00008614 -0 07 41.6 QP0033;UTM 15 - 5,043,405.816 407,644.985 MT 0.99970487 -0 50 39.6 QP0033 QP0033: Primary Azimuth Mark Grid Az QP0033:SPC MN C - ST CLOUD AZ MK 134 11 52.1 QP0033:SPC MN S - ST CLOUD AZ MK 134 22 28.4 QP0033:UTM 15 - ST CLOUD AZ MK 135 05 26.4 QP0033 QP0033|---------------------------------------------------------------------| QP0033| PID Reference Object Distance Geod. Az | QP0033| dddmmss.s | QP0033| QP1070 ST CLOUD ST RAPHAELS HOSP CHIM APPROX. 4.3 KM 0145116.9 | QP0033| QP1063 SAUK RAPIDS WATER TANK APPROX. 5.9 KM 0183228.6 | QP0033| QP1065 ST CLOUD CITY WATER WKS SPIPE APPROX. 2.9 KM 0271318.4 | QP0033| QP1074 ST CLOUD CATH CATHEDRAL TOWER APPROX. 3.3 KM 0295601.0 | QP0033| QP1064 ST CLOUD STEARNS CO CTHSE DOME APPROX. 3.0 KM 0323449.7 | QP0033| QP1061 ST CLOUD BREEN HOTEL CHIMNEY APPROX. 3.0 KM 0325056.1 | QP0033| QP1076 ST CLOUD POWER PLANT STACK APPROX. 2.4 KM 0705427.9 | QP0033| QP1056 ST CLOUD ST REFORMATORY STACK APPROX. 5.2 KM 0834458.3 | QP0033| QP1060 ST CLOUD RADIO STA KFAM TOWER APPROX. 1.1 KM 0842901.3 | QP0033| QP1055 ST CLOUD ST REFORMATORY SPIPE APPROX. 5.2 KM 0845157.5 | QP0033| QP1054 ST CLOUD ST REFORMATORY FLAG APPROX. 5.0 KM 0850701.2 | QP0033| QP1067 ST CLOUD CHILDRENS HOME CROSS APPROX. 2.1 KM 0870826.4 | QP0033| QP1068 ST CLOUD OLD FOLKS HOME CUPOLA APPROX. 4.2 KM 0875535.0 | QP0033| QP1069 ST CLOUD OLD FOLKS HOME TANK APPROX. 4.2 KM 0881900.9 | QP0033| QP0032 ST CLOUD AZ MK APPROX. 0.6 KM 1341446.8 | QP0033| QP1155 MAPLE LAKE MUNICIPAL TANK APPROX.37.0 KM 1573111.5 | QP0033| QP1150 ST AUGUSTA ST MARYS CH CROSS APPROX. 6.9 KM 1594442.3 | QP0033| QP0030 ST CLOUD RM 2 8.188 METERS 18407 | QP0033| QP1151 LUXEMBURG ST WENDELS CH CROSS APPROX.10.6 KM 2072235.4 | QP0033| QP1071 ST CLOUD N ST POWER CO RAD TWR 142.250 METERS 23240 | QP0033| QP1094 ST CLOUD GENERAL CABLE TV MAST APPROX. 3.4 KM 2374718.3 | QP0033| QP0034 NORTH STAR 1.840 METERS 27314 | QP0033| CO8788 NORTH STAR 27318 | QP0033| QP1095 WAITE PARK SOUTH WATER TANK APPROX. 3.6 KM 2810938.7 | QP0033| QP1108 ST JOSEPH N MUNICIPAL TANK APPROX.11.2 KM 2853320.7 | QP0033| QP1114 ST JOHNS UNIVERSITY CH S SPIRE APPROX.17.1 KM 2855517.3 | QP0033| QP1115 ST JOHNS UNIVERSITY CH N CROSS APPROX.17.1 KM 2855801.4 | QP0033| QP1075 WAITE PARK MUNICIPAL TANK APPROX. 4.0 KM 3033053.2 | QP0033| QP1062 ST CLOUD US VET HOSP 101 TANK APPROX. 4.8 KM 3300025.5 | QP0033| QP1089 ST CLOUD MN DOT RADIO TOWER APPROX. 4.6 KM 3360358.7 | QP0033| QP0031 ST CLOUD RM 3 7.882 METERS 35604 | QP0033| CO8787 ST CLOUD RM 186.300 METERS 35957 | QP0033|---------------------------------------------------------------------| QP0033 QP0033 SUPERSEDED SURVEY CONTROL QP0033 QP0033 NAD 83(1986)- 45 32 17.02779(N) 094 10 58.48878(W) AD( ) 1 QP0033 NAD 27 - 45 32 17.15600(N) 094 10 57.52000(W) AD( ) 1 QP0033 NGVD 29 - 353.727 (m) 1160.52 (f) ADJ UNCH 2 0 QP0033 QP0033.Superseded values are not recommended for survey control. QP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0033.See file dsdata.txt to determine how the superseded data were derived. QP0033 QP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0764543406(NAD 83) QP0033_MARKER: DS = TRIANGULATION STATION DISK QP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QP0033_STAMPING: ST CLOUD 1927 QP0033_MARK LOGO: CGS QP0033_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0033+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000 QP0033 QP0033 HISTORY - Date Condition Report By QP0033 HISTORY - 1927 MONUMENTED CGS QP0033 HISTORY - 1935 GOOD CGS QP0033 HISTORY - 1938 GOOD CGS QP0033 HISTORY - 1943 GOOD NGS QP0033 HISTORY - 1956 GOOD CGS QP0033 HISTORY - 1962 GOOD MNHD QP0033 HISTORY - 1968 GOOD MNHD QP0033 HISTORY - 1968 GOOD MNDT QP0033 HISTORY - 1972 GOOD MNHD QP0033 HISTORY - 1974 GOOD USGS QP0033 HISTORY - 1975 GOOD MNDT QP0033 HISTORY - 1979 GOOD MNDT QP0033 HISTORY - 19910710 GOOD MNDT QP0033 HISTORY - 19941101 GOOD MNDT QP0033 HISTORY - 19960502 GOOD MNDT QP0033 HISTORY - 20001019 GOOD MNDT QP0033 QP0033 STATION DESCRIPTION QP0033 QP0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 QP0033'ABOUT 2 MILES SOUTHWEST FROM CITY OF ST. CLOUD, ON KNOLL AT QP0033'SOUTHWEST CORNER OF CEMETERY, 1 METER (3 FEET) EAST OF WEST FENCE QP0033'LINE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS QP0033'IN CONCRETE. UPPER MARK PROJECTS 5 INCHES ABOVE QP0033'GROUND. REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, QP0033'FLUSH WITH SURFACE OF GROUND, 1 FOOT EAST OF NORTH-AND QP0033'SOUTH FENCE LINE OF CEMETERY, 29.32 METERS (96.2 FEET) NORTH QP0033'BY WEST OF LARGE MONUMENT MARKING LOT IN CEMETERY, BEARING QP0033'NAME FROST, AND 186.30 METERS (611.2 FEET) FROM STATION QP0033'N 00 DEG 03 MIN W. STATION NORTH STAR (M.R.C.) QP0033'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS VISIBLE FROM QP0033'GROUND AT STATION. QP0033 QP0033 STATION RECOVERY (1938) QP0033 QP0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CIA) QP0033'ABOUT 2.4 MILES SOUTHWEST ALONG A COUNTY ROAD FROM QP0033'THE COUNTY JAIL AT ST. CLOUD, STEARNS COUNTY, ABOUT 122 QP0033'YARDS SOUTHWEST OF THE MIDDLE OF A SMALL WATER TOWER, QP0033'AT THE SOUTHWEST CORNER OF THE NORTH STAR CEMETERY, ON QP0033'A KNOLL, AND 7.0 FEET EAST OF THE WEST LINE OF THE CEMETERY. QP0033'A STANDARD TRIANGULATION STATION DISK, STAMPED ST. CLOUD 1927 QP0033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES QP0033'ABOVE GROUND. QP0033 QP0033 STATION RECOVERY (1943) QP0033 QP0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943 QP0033'2.4 MI SW FROM ST CLOUD. QP0033'2.4 MILES SOUTHWEST ALONG A COUNTY ROAD FROM THE COUNTY JAIL AT ST. QP0033'CLOUD, STEARNS COUNTY, 122 YARDS SOUTHWEST OF THE MIDDLE OF A SMALL QP0033'WATER TOWER, AT THE SOUTHWEST CORNER OF THE NORTH STAR CEMETERY, ON A QP0033'KNOLL, AND 7.0 FEET EAST OF THE WEST LINE OF THE CEMETERY. A STANDARD QP0033'TRIANGULATION-STATION DISK, STAMPED ST CLOUD 1927 AND SET IN THE TOP QP0033'OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND. NOTE-- IN QP0033'THE NW 1/4, SECTION 22, T124N, R28W, ABOUT 100 FEET EAST OF THE QP0033'NORTHWESTERN BELL TELEPHONE COMPANY BUILDING. QP0033 QP0033 STATION RECOVERY (1956) QP0033 QP0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR) QP0033'THE STATION MARK AND NORTH STAR (M.R.C.) WERE RECOVERED AS QP0033'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, THE REFERENCE MARK QP0033'WAS NOT FOUND AND IS BELIEVED TO BE UNDER A 3 TO 5 FOOT FILL. QP0033'TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED. QP0033'A COMPLETE NEW DESCRIPTION FOLLOWS-- QP0033' QP0033'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF THE CENTER OF THE QP0033'CITY OF ST. CLOUD, 0.15 MILES NORTHEAST OF THE ST. CLOUD NORTHERN QP0033'STATES POWER CO. RADIO TOWER, ON THE SOUTHWESTERN ONE OF TWO HILLS QP0033'NEAR THE SOUTHWEST CORNER OF THE NORTH STAR CEMETERY, (THERE IS QP0033'A SMALL ELEVATED WATER TANK ON THE NORTHEASTERN ONE OF THE TWO QP0033'HILLS). IT IS IN SECTION 22, T 124 N, R 28 W. QP0033' QP0033'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 152 AT THE QP0033'SOUTHWEST CITY LIMITS OF ST. CLOUD, GO SOUTHEASTERLY ON STATE QP0033'HIGHWAY 152 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH QP0033'0.65 MILE TO A CONCRETE DRIVEWAY LEADING INTO THE NORTH STAR QP0033'CEMETERY AT THE SCHILIPLIN MONUMENT ON THE RIGHT, TURN RIGHT AND QP0033'GO WEST ON THE DRIVEWAY 0.2 MILE TO THE BASE OF THE HILL WITH QP0033'THE WATER TANK ON THE SUMMIT, BEAR LEFT AROUND THE BASE OF HILL QP0033'AND GO SOUTHWESTERLY 0.1 MILE TO THE SUMMIT OF A SECOND HILL AND QP0033'THE STATION. QP0033' QP0033'THE STATION MARK, STAMPED ST CLOUD 1927, IS A STANDARD DISK SET IN QP0033'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES. IT IS ON THE QP0033'HIGHEST POINT OF THE HILL, 37 FEET NORTH OF AN 8-INCH TREE AND A QP0033'WHITE WITNESS POST WAS SET 4-1/2 FEET NORTHEAST OF THE MARK. QP0033' QP0033'REFERENCE MARK NO. 2, STAMPED ST CLOUD NO 2 1927, IS A STANDARD QP0033'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. QP0033'IT IS ON THE SOUTH SLOPE OF THE HILL, 10 FEET NORTH OF THE 8-INCH QP0033'TREE AND ABOUT 2-1/2 FEET LOWER THAN THE STATION. QP0033' QP0033'REFERENCE MARK NO. 3, STAMPED ST CLOUD NO 3 1927, IS A STANDARD QP0033'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. QP0033'IT IS 23-1/2 FEET NORTH-NORTHWEST OF THE WITNESS POST AND ABOUT QP0033'1 FOOT LOWER THAN THE STATION. QP0033' QP0033'NORTH STAR (M.R.C.) IS A MISSISSIPPI RIVER COMMISSION TRIANGULATION QP0033'STATION MARK STAMPED 1898. IT IS A BRASS CAP RIVETED TO THE TOP QP0033'OF A 4-INCH PIPE WHICH PROJECTS 4 INCHES. QP0033' QP0033'THE AZIMUTH MARK, STAMPED ST CLOUD 1927, IS A STANDARD DISK SET QP0033'IN A SQUARE CONCRETE MONUMENT LEVEL WITH THE SURFACE OF THE GROUND. QP0033'IT IS 29 FEET EAST OF THE CENTER OF THE PAVED ROAD, 18 FEET WEST QP0033'OF THE NORTHWEST CORNER OF THE HANSEN MONUMENT, 14 FEET SOUTH QP0033'OF THE CENTER OF THE DRIVEWAY INTO THE CEMETERY AND 1 FOOT WEST QP0033'OF THE ORNAMANTAL IRON FENCE ALONG THE WEST SIDE OF THE QP0033'CEMETERY. QP0033' QP0033'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST 0.1 MILE QP0033'TO THE CONCRETE DRIVEWAY, THEN EAST 0.2 MILE TO THE MAIN ROAD AT THE QP0033'SCHILPLIN MONUMENT, TURN RIGHT AND GO SOUTH ON BLACKTOP ROAD FOR QP0033'0.3 MILE TO A CEMETERY ENTRANCE ON THE LEFT AND THE MARK ON THE QP0033'LEFT, (THIS IS NOT THE SAME CEMETERY THE STATION IS IN). QP0033 QP0033 STATION RECOVERY (1962) QP0033 QP0033'RECOVERY NOTE BY MN HIGHWAY DEPT 1962 (NGF) QP0033'THE STATION MARK, R.M. NO. 2, R.M. NO. 3, AND THE AZIMUTH MARK QP0033'(1956) WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. QP0033'THE TO REACH DESCRIPTION IS ADEQUATE. QP0033 QP0033 STATION RECOVERY (1968) QP0033 QP0033'RECOVERY NOTE BY MN HIGHWAY DEPT 1968 (OCO) QP0033'STATION RECOVERED AS DESCRIBED. CORRECTIONS FOLLOW-- QP0033' QP0033'DELETE--8 INCH TREE FROM STATION DESCRIPTION AND REFERENCE MARK NO.2. QP0033' QP0033'DELETE--WITNESS POST FROM STATION AND REFERENCE MARK NO. 3. QP0033' QP0033'DELETE--ORNAMENTAL IRON FENCE FROM AZIMUTH MARK DESCRIPTION. QP0033 QP0033 STATION RECOVERY (1968) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1968 QP0033'RECOVERED IN GOOD CONDITION. QP0033 QP0033 STATION RECOVERY (1972) QP0033 QP0033'RECOVERY NOTE BY MN HIGHWAY DEPT 1972 (OCO) QP0033'STATION MARK RECOVERED AS DESCRIBED, REFERENCE MARKS AND AZIMUTH QP0033'MARK NOT SEARCHED FOR. DESCRIPTION ADEQUATE. QP0033' QP0033'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SW EDGE OF ST. QP0033'CLOUD. QP0033 QP0033 STATION RECOVERY (1974) QP0033 QP0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AEN) QP0033'RM MARK 2 HAS BEEN SLIGHTLY DISTURBED. QP0033 QP0033 STATION RECOVERY (1975) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1975 QP0033'MARK IS ABOUT 0.75 MILE EAST ALONG THE BURLINGTON NORTHERN RAILROAD QP0033'FROM THE PASSENGER STATION AT ST. CLOUD AT THE STEARNS COUNTY QP0033'COURTHOUSE, SET IN THE TOP OF THE NORTH CORNER OF THE TOP GRANITE QP0033'STEP AT THE WEST ENTRANCE TO THE COURTHOUSE (1ST STREET NORTH AND QP0033'COURT HOUSE SQUARE). IT IS 6.5 FEET NORTH OF THE ENTRANCE, 0.5 FOOT QP0033'WEST OF THE WEST WALL OF THE BUILDING AND ABOUT 4 FEET ABOVE THE QP0033'LEVEL OF THE STREET. QP0033 QP0033 STATION RECOVERY (1979) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (DKH) QP0033'THE STATION MARK, REFERENCE MARK NUMBER 3, AND THE AZIMUTH MARK WERE QP0033'RECOVERED IN GOOD CONDITION. REFERENCE MARK NUMBER 2 WAS FOUND WITH QP0033'THE MONUMENT TIPED BACK SLIGHTLY AND THE MARK WAS STRAIGHTENED UP AT QP0033'THIS TIME. THE ANGLES AND DISTANCES TO THE REFERENCE MARKS DO NOT QP0033'AGREE WITH THE 1956 VALUES. A NEW DESCRIPTION FOLLOWS. QP0033' QP0033'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF ST CLOUD, QP0033'IN THE NE 1/4 OF SECTION 22, T124N, R28W. QP0033' QP0033'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 (ST GERMAIN QP0033'STREET) AND TRUNK HIGHWAY 152, GO EAST ON TRUNK HIGHWAY 152 FOR 0.5 QP0033'MILE TO COOPER AVENUE SOUTH ON THE RIGHT, TURN RIGHT AND GO SOUTH ON QP0033'COOPER AVENUE SOUTH FOR 0.75 MILE TO 22ND STREET SOUTH ON THE RIGHT, QP0033'TURN RIGHT AND GO WEST ON 22ND STREET SOUTH FOR 0.25 MILE TO SOME QP0033'RADIO TOWERS ON THE RIGHT AND THE STATION ABOUT 500 FEET NORTH. QP0033' QP0033'THE STATION MARK, A STANDARD CGS TRIANGULATION STATION DISK QP0033'STAMPED---ST CLOUD 1927---, IS SET IN THE TOP OF A 12 INCH SQUARE QP0033'CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE QP0033'GROUND. THE MARK IS 114.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A QP0033'CHAIN LINK FENCE, 112.0 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF QP0033'THE CHAIN LINK FENCE, 69.0 FEET WEST OF A WHITE WOODEN CROSS SET IN QP0033'CONCRETE, AND 11.0 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 2010. QP0033' QP0033'REFERENCE MARK NUMBER 2, A STANDARD CGS REFERENCE MARK DISK QP0033'STAMPED---ST CLOUD NO 2 1927---, IS SET IN THE TOP OF A 12 INCH SQUARE QP0033'CONCRETE MONUMENT THAT PROJECTS 0.4 FOOT ABOVE THE SURFACE OF THE QP0033'GROUND. THE MARK IS 72.5 FEET SOUTHWEST OF A WHITE WOODEN CROSS SET QP0033'IN CONCRETE AND 18.0 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 2010. QP0033' QP0033'REFERENCE MARK NUMBER 3, A STANDARD CGS REFERENCE MARK DISK QP0033'STAMPED---ST CLOUD NO 3 1927---, IS SET IN THE TOP OF A 12 INCH SQUARE QP0033'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE QP0033'GROUND. THE MARK IS 114.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER QP0033'OF A CHAIN LINK FENCE, 36.7 FEET NORTH-NORTHWEST OF POWER POLE NUMBER QP0033'2010, AND 75.2 FEET WEST-NORTHWEST OF A WHITE WOODEN CROSS SET IN QP0033'CONCRETE. QP0033' QP0033'THE AZIMUTH MARK, A STANDARD CGS AZIMUTH MARK DISK QP0033'STAMPED---ST CLOUD 1927---, IS SET IN THE TOP OF A 12 INCH SQUARE QP0033'CONCRETE MONUMENT AND WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. QP0033' QP0033'A STEEL ROD BURIED ADJACENT TO THE CONCRETE MONUMENTS MAKE ALL OF THE QP0033'MARKS MAGNETIC. QP0033 QP0033 STATION RECOVERY (1991) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) QP0033'RECOVERED BY MINNESOTA DEPT OF TRANSPORTATION GEODETIC UNIT 1991 (DKH) QP0033'THE STATION, RM 2, AND RM 3 WERE RECOVERED IN GOOD CONDITION AS QP0033'DESCRIBED. THE CHAINED DISTANCE BETWEEN THE STATION AND THE REFERENCE QP0033'MARKS CHECKED. QP0033 QP0033 STATION RECOVERY (1994) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) QP0033'THE STATION AND RM 3 WERE RECOVERED IN GOOD CONDITION. THE CHAINED QP0033'DISTANCE BETWEEN THE STATION AND RM 3 CHECKED. THE MONUMENTATION FOR QP0033'RM 2 WAS FOUND TIPPED AND THE DISK WAS MISSING. A NEW DESCRIPTION QP0033'FOLLOWS. THE MARK IS LOCATED IN SE PART OF THE CITY OF ST CLOUD IN QP0033'THE NE 1/4 SECTION 22, T124N, R28W. TO REACH THE MARK FROM THE JCT OF QP0033'CO RD 75 (OLD TH 152) AND TH 15, GO EAST FOR 1.4 MI (2.3 KM) ON CO RD QP0033'75, THEN GO SOUTH FOR 0.75 MI (1.21 KM) ON COOPER AVE, THEN GO WEST QP0033'FOR 0.25 MI (0.40 KM) ON 22ND ST TO THE MARK ON THE RIGHT. THE MARK, QP0033'A DISK SET IN A CONC MON, IS 500 FT (152.4 M) NORTH OF 22ND ST, 114.8 QP0033'FT (35.0 M) NE OF THE SE COR OF A CHAIN LINK FENCE, 112.0 FT (34.1 M) QP0033'ESE OF THE NE COR OF A CHAIN LINK FENCE, 69.0 FT (21.0 M) WEST OF A QP0033'WHITE CROSS SET IN CONCRETE, 11.0 FT (3.4 M) NNW OF P-POLE NO 2010, QP0033'9.9 FT (3.0 M) NORTH OF A WIT POST, AND 25.86 FT (7.88 M) SOUTH OF RM QP0033'3. RECOVERED AND DESCRIBED BY DAVID K. HERDER, TYPED M.P.P QP0033 QP0033 STATION RECOVERY (1996) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH) QP0033'RECOVERED AS DESCRIBED. QP0033 QP0033 STATION RECOVERY (2000) QP0033 QP0033'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP) QP0033'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6554 *********************************************************************** DF6554 DESIGNATION - SURGE DF6554 PID - DF6554 DF6554 STATE/COUNTY- MN/MORRISON DF6554 USGS QUAD - RANDALL EAST (1989) DF6554 DF6554 *CURRENT SURVEY CONTROL DF6554 ___________________________________________________________________ DF6554* NAD 83(1996)- 46 00 48.09343(N) 094 24 12.55582(W) ADJUSTED DF6554* NAVD 88 - 348.6 (meters) 1144. (feet) GPS OBS DF6554 ___________________________________________________________________ DF6554 X - -340,708.127 (meters) COMP DF6554 Y - -4,424,376.390 (meters) COMP DF6554 Z - 4,566,510.597 (meters) COMP DF6554 LAPLACE CORR- -0.84 (seconds) DEFLEC99 DF6554 ELLIP HEIGHT- 322.00 (meters) (07/29/03) GPS OBS DF6554 GEOID HEIGHT- -26.62 (meters) GEOID99 DF6554 DF6554 HORZ ORDER - FIRST DF6554 ELLP ORDER - FOURTH CLASS I DF6554 DF6554.The horizontal coordinates were established by GPS observations DF6554.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6554 DF6554.The orthometric height was determined by GPS observations and a DF6554.high-resolution geoid model. DF6554 DF6554.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6554 DF6554.The Laplace correction was computed from DEFLEC99 derived deflections. DF6554 DF6554.The ellipsoidal height was determined by GPS observations DF6554.and is referenced to NAD 83. DF6554 DF6554.The geoid height was determined by GEOID99. DF6554 DF6554; North East Units Scale Converg. DF6554;SPC MN C - 212,642.299 788,113.944 MT 0.99993769 -0 06 39.7 DF6554;UTM 15 - 5,096,489.339 391,351.223 MT 0.99974512 -1 00 35.7 DF6554 DF6554 SUPERSEDED SURVEY CONTROL DF6554 DF6554.No superseded survey control is available for this station. DF6554 DF6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9135196489(NAD 83) DF6554_MARKER: DD = SURVEY DISK DF6554_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6554_STAMPING: SURGE 2000 DF6554_MARK LOGO: MNDT DF6554_PROJECTION: RECESSED 3 CENTIMETERS DF6554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6554+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6554_ROD/PIPE-DEPTH: 5.5 meters DF6554 DF6554 HISTORY - Date Condition Report By DF6554 HISTORY - 2000 MONUMENTED MNDT DF6554 DF6554 STATION DESCRIPTION DF6554 DF6554'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6554'4 MI (6.4 KM) NW OF LITTLE FALLS, 4.35 MI (7.00 KM) NW ALONG TH 10 DF6554'FROM JCT OF TH 27, AT TH 10 MP 141.3, 46 FT (14.0 M) NE OF EB TH 10, DF6554'34 FT (10.4 M) SE OF CROSSOVER, 5.1 FT (1.6 M) SW OF WIT POST. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0926 *********************************************************************** QP0926 DESIGNATION - V 259 QP0926 PID - QP0926 QP0926 STATE/COUNTY- MN/MORRISON QP0926 USGS QUAD - LITTLE FALLS EAST (1978) QP0926 QP0926 *CURRENT SURVEY CONTROL QP0926 ___________________________________________________________________ QP0926* NAD 83(1996)- 45 54 23.26050(N) 094 20 17.39161(W) ADJUSTED QP0926* NAVD 88 - 335.657 (meters) 1101.23 (feet) ADJUSTED QP0926 ___________________________________________________________________ QP0926 X - -336,309.077 (meters) COMP QP0926 Y - -4,433,270.208 (meters) COMP QP0926 Z - 4,558,241.149 (meters) COMP QP0926 LAPLACE CORR- -2.29 (seconds) DEFLEC99 QP0926 ELLIP HEIGHT- 309.08 (meters) (07/29/03) GPS OBS QP0926 GEOID HEIGHT- -26.62 (meters) GEOID99 QP0926 DYNAMIC HT - 335.663 (meters) 1101.25 (feet) COMP QP0926 MODELED GRAV- 980,622.7 (mgal) NAVD 88 QP0926 QP0926 HORZ ORDER - FIRST QP0926 VERT ORDER - FIRST CLASS I QP0926 ELLP ORDER - FOURTH CLASS I QP0926 QP0926.The horizontal coordinates were established by GPS observations QP0926.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0926 QP0926.The orthometric height was determined by differential leveling QP0926.and adjusted by the National Geodetic Survey in June 1991. QP0926 QP0926.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0926 QP0926.The Laplace correction was computed from DEFLEC99 derived deflections. QP0926 QP0926.The ellipsoidal height was determined by GPS observations QP0926.and is referenced to NAD 83. QP0926 QP0926.The geoid height was determined by GEOID99. QP0926 QP0926.The dynamic height is computed by dividing the NAVD 88 QP0926.geopotential number by the normal gravity value computed on the QP0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0926.degrees latitude (g = 980.6199 gals.). QP0926 QP0926.The modeled gravity was interpolated from observed gravity values. QP0926 QP0926; North East Units Scale Converg. QP0926;SPC MN C - 200,753.487 793,159.345 MT 0.99994982 -0 03 49.6 QP0926;UTM 15 - 5,084,525.354 396,208.659 MT 0.99973243 -0 57 40.2 QP0926 QP0926 SUPERSEDED SURVEY CONTROL QP0926 QP0926 NGVD 29 - 335.523 (m) 1100.80 (f) ADJ UNCH 1 1 QP0926 QP0926.Superseded values are not recommended for survey control. QP0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0926.See file dsdata.txt to determine how the superseded data were derived. QP0926 QP0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9620984525(NAD 83) QP0926_MARKER: DV = VERTICAL CONTROL DISK QP0926_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QP0926+WITH SETTING: INTO GROUND QP0926_STAMPING: V 259 1976 QP0926_MARK LOGO: CGS QP0926_PROJECTION: RECESSED 13 CENTIMETERS QP0926_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0926+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0926 QP0926 HISTORY - Date Condition Report By QP0926 HISTORY - 1976 MONUMENTED NGS QP0926 HISTORY - 20001010 GOOD MNDT QP0926 QP0926 STATION DESCRIPTION QP0926 QP0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0926'5.1 MI SOUTH FROM LITTLE FALLS. QP0926'5.1 MILES SOUTH ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF STATE QP0926'HIGHWAY 27, 5.7 MILES NORTHWEST OF ROYALTON, 0.7 MILE SOUTH OF QP0926'HIGHWAYMILEPOST 151, AT A HIGHWAY LANE CROSS-OVER AND A FIELD ROAD QP0926'LEADING NORTHEAST, 79 FT. NORTHEAST OF THE CENTER LINE OF THE QP0926'NORTHEAST HIGHWAY LANES, 19 FT. NORTHWEST OF THE CENTER LINE OF THE QP0926'FIELD ROAD, 22 FT. NORTHEAST OF THE CENTER OF THE NORTHWEST END OF A QP0926'LARGE PIPE CULVERT, 6 FT. SOUTH OF THE SOUTHWEST ONE OF 3 POLES QP0926'SUPPORTING A LARGE SIGN, 6 FT. NORTHEAST OF A POWER LINE POLE, THE QP0926'DISK IS 0.9 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD QP0926'THROUGH A 4-INCH PLASTIC SCREW PLUG 4-INCHES BELOW THE LEVEL OF THE QP0926'GROUND. QP0926 QP0926 STATION RECOVERY (2000) QP0926 QP0926'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS) QP0926'THE MARK WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES, 0.7 MI QP0926'(1.1 KM) SOUTH OF MILEPOST 150 ( AT TH 10 MP 150.7 ), 2 FT (0.6 M) NW QP0926'OF WIT POST, RECESSED 5 INCHES, RR SPIKE SET BY MARK, GPSABLE, POWER QP0926'POLES ARE GONE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QP0928 *********************************************************************** QP0928 DESIGNATION - W 259 QP0928 PID - QP0928 QP0928 STATE/COUNTY- MN/MORRISON QP0928 USGS QUAD - LITTLE FALLS EAST (1978) QP0928 QP0928 *CURRENT SURVEY CONTROL QP0928 ___________________________________________________________________ QP0928* NAD 83(1996)- 45 55 32.85519(N) 094 20 58.69292(W) ADJUSTED QP0928* NAVD 88 - 336.243 (meters) 1103.16 (feet) ADJUSTED QP0928 ___________________________________________________________________ QP0928 X - -337,079.727 (meters) COMP QP0928 Y - -4,431,664.071 (meters) COMP QP0928 Z - 4,559,736.533 (meters) COMP QP0928 LAPLACE CORR- -1.94 (seconds) DEFLEC99 QP0928 ELLIP HEIGHT- 309.66 (meters) (07/29/03) GPS OBS QP0928 GEOID HEIGHT- -26.61 (meters) GEOID99 QP0928 DYNAMIC HT - 336.250 (meters) 1103.18 (feet) COMP QP0928 MODELED GRAV- 980,625.0 (mgal) NAVD 88 QP0928 QP0928 HORZ ORDER - FIRST QP0928 VERT ORDER - FIRST CLASS I QP0928 ELLP ORDER - FOURTH CLASS I QP0928 QP0928.The horizontal coordinates were established by GPS observations QP0928.and adjusted by the MN DEPT OF TRANSP in July 2003. QP0928 QP0928.The orthometric height was determined by differential leveling QP0928.and adjusted by the National Geodetic Survey in June 1991. QP0928 QP0928.The X, Y, and Z were computed from the position and the ellipsoidal ht. QP0928 QP0928.The Laplace correction was computed from DEFLEC99 derived deflections. QP0928 QP0928.The ellipsoidal height was determined by GPS observations QP0928.and is referenced to NAD 83. QP0928 QP0928.The geoid height was determined by GEOID99. QP0928 QP0928.The dynamic height is computed by dividing the NAVD 88 QP0928.geopotential number by the normal gravity value computed on the QP0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QP0928.degrees latitude (g = 980.6199 gals.). QP0928 QP0928.The modeled gravity was interpolated from observed gravity values. QP0928 QP0928; North East Units Scale Converg. QP0928;SPC MN C - 202,903.160 792,271.893 MT 0.99994737 -0 04 19.5 QP0928;UTM 15 - 5,086,688.199 395,355.171 MT 0.99973462 -0 58 11.0 QP0928 QP0928 SUPERSEDED SURVEY CONTROL QP0928 QP0928 NGVD 29 - 336.107 (m) 1102.71 (f) ADJ UNCH 1 1 QP0928 QP0928.Superseded values are not recommended for survey control. QP0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QP0928.See file dsdata.txt to determine how the superseded data were derived. QP0928 QP0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9535586688(NAD 83) QP0928_MARKER: DV = VERTICAL CONTROL DISK QP0928_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QP0928+WITH SETTING: INTO GROUND QP0928_STAMPING: W 259 1976 QP0928_MARK LOGO: CGS QP0928_PROJECTION: RECESSED 8 CENTIMETERS QP0928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT QP0928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QP0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QP0928+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000 QP0928 QP0928 HISTORY - Date Condition Report By QP0928 HISTORY - 1976 MONUMENTED NGS QP0928 HISTORY - 20001010 GOOD MNDT QP0928 QP0928 STATION DESCRIPTION QP0928 QP0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 QP0928'3.6 MI SOUTH FROM LITTLE FALLS. QP0928'3.6 MILES SOUTH ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF STATE QP0928'HIGHWAY 27, 0.2 MILE SOUTH OF HIGHWAY MILEPOST 149, AT THE JUNCTION QP0928'OF A GRAVELED ROAD LEADING WEST, 160 FT. SOUTHWEST OF AND ACROSS THE QP0928'BURLINGTON NORTHERN RAILROAD FROM THE CENTER LINE OF THE SOUTHWEST QP0928'HIGHWAY LANES, 58.0 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE QP0928'SOUTHWEST TRACK, 28.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 7.5 QP0928'FT. WEST OF A POWER LINE POLE, 3.2 FT. NORTH OF A FENCE, THE DISK IS QP0928'0.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH QP0928'A 4-INCH PLASTICE SCREW PLUG FLUSH WITH THE GROUND. QP0928 QP0928 STATION RECOVERY (2000) QP0928 QP0928'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QP0928'RECOVERED AS DESCRIBED, 28.5 FT (8.7 M) SOUTH OF 113TH ST, 2 FT (0.6 QP0928'M) EAST OF WIT POST, RECESSED 3 INCHES, RR SPIKE SET BY MARK, GPSABLE. QP0928' 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DF6556 *********************************************************************** DF6556 DESIGNATION - ZEBULON DF6556 PID - DF6556 DF6556 STATE/COUNTY- MN/MORRISON DF6556 USGS QUAD - LITTLE FALLS EAST (1978) DF6556 DF6556 *CURRENT SURVEY CONTROL DF6556 ___________________________________________________________________ DF6556* NAD 83(1996)- 45 54 00.67868(N) 094 20 07.14253(W) ADJUSTED DF6556* NAVD 88 - 335.0 (meters) 1099. (feet) GPS OBS DF6556 ___________________________________________________________________ DF6556 X - -336,126.607 (meters) COMP DF6556 Y - -4,433,785.725 (meters) COMP DF6556 Z - 4,557,755.447 (meters) COMP DF6556 LAPLACE CORR- -2.38 (seconds) DEFLEC99 DF6556 ELLIP HEIGHT- 308.37 (meters) (07/29/03) GPS OBS DF6556 GEOID HEIGHT- -26.62 (meters) GEOID99 DF6556 DF6556 HORZ ORDER - FIRST DF6556 ELLP ORDER - FOURTH CLASS I DF6556 DF6556.The horizontal coordinates were established by GPS observations DF6556.and adjusted by the MN DEPT OF TRANSP in July 2003. DF6556 DF6556.The orthometric height was determined by GPS observations and a DF6556.high-resolution geoid model. DF6556 DF6556.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6556 DF6556.The Laplace correction was computed from DEFLEC99 derived deflections. DF6556 DF6556.The ellipsoidal height was determined by GPS observations DF6556.and is referenced to NAD 83. DF6556 DF6556.The geoid height was determined by GEOID99. DF6556 DF6556; North East Units Scale Converg. DF6556;SPC MN C - 200,056.070 793,379.490 MT 0.99995064 -0 03 42.2 DF6556;UTM 15 - 5,083,824.728 396,417.809 MT 0.99973190 -0 57 32.5 DF6556 DF6556: Primary Azimuth Mark Grid Az DF6556:SPC MN C - F 260 153 08 21.7 DF6556:UTM 15 - F 260 154 02 12.0 DF6556 DF6556|---------------------------------------------------------------------| DF6556| PID Reference Object Distance Geod. Az | DF6556| dddmmss.s | DF6556| QP0923 F 260 APPROX. 0.6 KM 1530439.5 | DF6556|---------------------------------------------------------------------| DF6556 DF6556 SUPERSEDED SURVEY CONTROL DF6556 DF6556.No superseded survey control is available for this station. DF6556 DF6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9641883825(NAD 83) DF6556_MARKER: DD = SURVEY DISK DF6556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6556_STAMPING: ZEBULON 2000 DF6556_MARK LOGO: MNDT DF6556_PROJECTION: FLUSH DF6556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6556+SATELLITE: SATELLITE OBSERVATIONS - 2000 DF6556_ROD/PIPE-DEPTH: 10.7 meters DF6556 DF6556 HISTORY - Date Condition Report By DF6556 HISTORY - 2000 MONUMENTED MNDT DF6556 DF6556 STATION DESCRIPTION DF6556 DF6556'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH) DF6556'5.45 MI (8.77 KM) SE ALONG TH 10 FROM JCT OF TH 27 IN LITTLE FALLS, AT DF6556'TH 10 MP 251.1, 28.5 FT (8.7 M) SW OF WB TH 10, 48.5 FT (14.8 M) NE OF DF6556'EB TH 10, 4.2 FT (1.3 M) NE OF WIT POST.