1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8443 *********************************************************************** AH8443 DESIGNATION - 78103 AH8443 PID - AH8443 AH8443 STATE/COUNTY- MI/ST JOSEPH AH8443 USGS QUAD - THREE RIVERS WEST (1979) AH8443 AH8443 *CURRENT SURVEY CONTROL AH8443 ___________________________________________________________________ AH8443* NAD 83(1986)- 41 55 42. (N) 085 39 10. (W) SCALED AH8443* NAVD 88 - 249.285 (meters) 817.86 (feet) ADJUSTED AH8443 ___________________________________________________________________ AH8443 GEOID HEIGHT- -33.06 (meters) GEOID03 AH8443 DYNAMIC HT - 249.199 (meters) 817.58 (feet) COMP AH8443 MODELED GRAV- 980,273.0 (mgal) NAVD 88 AH8443 AH8443 VERT ORDER - FIRST CLASS II AH8443 AH8443.The horizontal coordinates were scaled from a topographic map and have AH8443.an estimated accuracy of +/- 6 seconds. AH8443 AH8443.The orthometric height was determined by differential leveling AH8443.and adjusted by the National Geodetic Survey in March 2005. AH8443.No vertical observational check was made to the station. AH8443 AH8443.The geoid height was determined by GEOID03. AH8443 AH8443.The dynamic height is computed by dividing the NAVD 88 AH8443.geopotential number by the normal gravity value computed on the AH8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8443.degrees latitude (g = 980.6199 gals.). AH8443 AH8443.The modeled gravity was interpolated from observed gravity values. AH8443 AH8443; North East Units Estimated Accuracy AH8443;SPC MI S - 48,390. 3,893,330. MT (+/- 180 meters Scaled) AH8443 AH8443 SUPERSEDED SURVEY CONTROL AH8443 AH8443.No superseded survey control is available for this station. AH8443 AH8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM117426(NAD 83) AH8443_MARKER: DS = TRIANGULATION STATION DISK AH8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8443_STAMPING: 78103 1980 AH8443_MARK LOGO: MIDT AH8443_MAGNETIC: N = NO MAGNETIC MATERIAL AH8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8443+STABILITY: SURFACE MOTION AH8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8443+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8443 AH8443 HISTORY - Date Condition Report By AH8443 HISTORY - 1980 MONUMENTED MIDT AH8443 HISTORY - 19930107 GOOD NGS AH8443 HISTORY - 20010529 GOOD NGS AH8443 AH8443 STATION DESCRIPTION AH8443 AH8443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8443'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8443'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS AH8443'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.9 AH8443'M (101.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AH8443'HIGHWAY, 30.9 M (101.4 FT) NORTHWEST OF THE CENTERLINE OF THE STATE AH8443'HIGHWAY, 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 1, 15.8 M AH8443'(51.8 FT) WEST-NORTHWEST OF A UTILITY POLE WITH A GUY CABLE, 1.2 M AH8443'(3.9 FT) WEST OF A WITNESS POST, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE AH8443'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. AH8443 AH8443 STATION RECOVERY (2001) AH8443 AH8443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8443'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8444 *********************************************************************** AH8444 DESIGNATION - 78103 RM 1 AH8444 PID - AH8444 AH8444 STATE/COUNTY- MI/ST JOSEPH AH8444 USGS QUAD - THREE RIVERS WEST (1979) AH8444 AH8444 *CURRENT SURVEY CONTROL AH8444 ___________________________________________________________________ AH8444* NAD 83(1986)- 41 55 41. (N) 085 39 10. (W) SCALED AH8444* NAVD 88 - 249.472 (meters) 818.48 (feet) ADJUSTED AH8444 ___________________________________________________________________ AH8444 GEOID HEIGHT- -33.06 (meters) GEOID03 AH8444 DYNAMIC HT - 249.387 (meters) 818.20 (feet) COMP AH8444 MODELED GRAV- 980,273.0 (mgal) NAVD 88 AH8444 AH8444 VERT ORDER - FIRST CLASS II AH8444 AH8444.The horizontal coordinates were scaled from a topographic map and have AH8444.an estimated accuracy of +/- 6 seconds. AH8444 AH8444.The orthometric height was determined by differential leveling AH8444.and adjusted by the National Geodetic Survey in March 2005. AH8444.No vertical observational check was made to the station. AH8444 AH8444.The geoid height was determined by GEOID03. AH8444 AH8444.The dynamic height is computed by dividing the NAVD 88 AH8444.geopotential number by the normal gravity value computed on the AH8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8444.degrees latitude (g = 980.6199 gals.). AH8444 AH8444.The modeled gravity was interpolated from observed gravity values. AH8444 AH8444; North East Units Estimated Accuracy AH8444;SPC MI S - 48,360. 3,893,320. MT (+/- 180 meters Scaled) AH8444 AH8444 SUPERSEDED SURVEY CONTROL AH8444 AH8444.No superseded survey control is available for this station. AH8444 AH8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM117426(NAD 83) AH8444_MARKER: DR = REFERENCE MARK DISK AH8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8444_STAMPING: 78103 1980 1 AH8444_MARK LOGO: MIDT AH8444_MAGNETIC: N = NO MAGNETIC MATERIAL AH8444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8444+STABILITY: SURFACE MOTION AH8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8444+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8444 AH8444 HISTORY - Date Condition Report By AH8444 HISTORY - 1980 MONUMENTED MIDT AH8444 HISTORY - 19930107 GOOD NGS AH8444 HISTORY - 20010529 GOOD NGS AH8444 AH8444 STATION DESCRIPTION AH8444 AH8444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8444'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8444'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS AH8444'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.4 AH8444'M (99.7 FT) NORTHWEST OF A UTILITY POLE WITH 1 GUY CABLE, 28.1 M (92.2 AH8444'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AH8444'23.9 M (78.4 FT) NORTH-NORTHEAST OF TRIANGULATION STATION 78103, 0.9 M AH8444'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH AH8444'WITH THE GROUND SURFACE. AH8444 AH8444 STATION RECOVERY (2001) AH8444 AH8444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8444'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8433 *********************************************************************** AH8433 DESIGNATION - 78104 AH8433 PID - AH8433 AH8433 STATE/COUNTY- MI/ST JOSEPH AH8433 USGS QUAD - SCHOOLCRAFT (1979) AH8433 AH8433 *CURRENT SURVEY CONTROL AH8433 ___________________________________________________________________ AH8433* NAD 83(1986)- 42 01 37. (N) 085 38 07. (W) SCALED AH8433* NAVD 88 - 257.946 (meters) 846.28 (feet) ADJUSTED AH8433 ___________________________________________________________________ AH8433 GEOID HEIGHT- -32.99 (meters) GEOID03 AH8433 DYNAMIC HT - 257.860 (meters) 846.00 (feet) COMP AH8433 MODELED GRAV- 980,278.8 (mgal) NAVD 88 AH8433 AH8433 VERT ORDER - FIRST CLASS II AH8433 AH8433.The horizontal coordinates were scaled from a topographic map and have AH8433.an estimated accuracy of +/- 6 seconds. AH8433 AH8433.The orthometric height was determined by differential leveling AH8433.and adjusted by the National Geodetic Survey in March 2005. AH8433 AH8433.The geoid height was determined by GEOID03. AH8433 AH8433.The dynamic height is computed by dividing the NAVD 88 AH8433.geopotential number by the normal gravity value computed on the AH8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8433.degrees latitude (g = 980.6199 gals.). AH8433 AH8433.The modeled gravity was interpolated from observed gravity values. AH8433 AH8433; North East Units Estimated Accuracy AH8433;SPC MI S - 59,320. 3,894,940. MT (+/- 180 meters Scaled) AH8433 AH8433 SUPERSEDED SURVEY CONTROL AH8433 AH8433.No superseded survey control is available for this station. AH8433 AH8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129536(NAD 83) AH8433_MARKER: DS = TRIANGULATION STATION DISK AH8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8433_STAMPING: 78104 1980 AH8433_MARK LOGO: MIDT AH8433_MAGNETIC: N = NO MAGNETIC MATERIAL AH8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8433+STABILITY: SURFACE MOTION AH8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8433+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8433 AH8433 HISTORY - Date Condition Report By AH8433 HISTORY - 1980 MONUMENTED MIDT AH8433 HISTORY - 19930107 GOOD NGS AH8433 HISTORY - 20010528 GOOD NGS AH8433 AH8433 STATION DESCRIPTION AH8433 AH8433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8433'9.8 KM (6.10 MI) NOTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8433'STATE HIGHWAY 60 IN THREE RIVERS, 53.0 M (173.9 FT) SOUTH OF THE AH8433'CENTER OF MARCELLUS ROAD, 24.2 M (79.4 FT) EAST OF THE CENTERLINE OF AH8433'THE NORTHBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT) SOUTHWEST OF AH8433'78104 REFERENCE MARK 1, 7.3 M (24.0 FT) SOUTHEAST OF 78104 REFERENCE AH8433'MARD 2, 6.9 M (22.6 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE, 0.9 AH8433'M (3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW AH8433'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND AH8433'SURFACE. AH8433 AH8433 STATION RECOVERY (2001) AH8433 AH8433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8433'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8434 *********************************************************************** AH8434 DESIGNATION - 78104 RM 1 AH8434 PID - AH8434 AH8434 STATE/COUNTY- MI/ST JOSEPH AH8434 USGS QUAD - SCHOOLCRAFT (1979) AH8434 AH8434 *CURRENT SURVEY CONTROL AH8434 ___________________________________________________________________ AH8434* NAD 83(1986)- 42 01 39. (N) 085 38 07. (W) SCALED AH8434* NAVD 88 - 257.830 (meters) 845.90 (feet) ADJUSTED AH8434 ___________________________________________________________________ AH8434 GEOID HEIGHT- -32.99 (meters) GEOID03 AH8434 DYNAMIC HT - 257.743 (meters) 845.61 (feet) COMP AH8434 MODELED GRAV- 980,278.8 (mgal) NAVD 88 AH8434 AH8434 VERT ORDER - FIRST CLASS II AH8434 AH8434.The horizontal coordinates were scaled from a topographic map and have AH8434.an estimated accuracy of +/- 6 seconds. AH8434 AH8434.The orthometric height was determined by differential leveling AH8434.and adjusted by the National Geodetic Survey in March 2005. AH8434 AH8434.The geoid height was determined by GEOID03. AH8434 AH8434.The dynamic height is computed by dividing the NAVD 88 AH8434.geopotential number by the normal gravity value computed on the AH8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8434.degrees latitude (g = 980.6199 gals.). AH8434 AH8434.The modeled gravity was interpolated from observed gravity values. AH8434 AH8434; North East Units Estimated Accuracy AH8434;SPC MI S - 59,390. 3,894,940. MT (+/- 180 meters Scaled) AH8434 AH8434 SUPERSEDED SURVEY CONTROL AH8434 AH8434.No superseded survey control is available for this station. AH8434 AH8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129537(NAD 83) AH8434_MARKER: DR = REFERENCE MARK DISK AH8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8434_STAMPING: 78104 1980 1 AH8434_MARK LOGO: MIDT AH8434_MAGNETIC: N = NO MAGNETIC MATERIAL AH8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8434+STABILITY: SURFACE MOTION AH8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8434+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8434 AH8434 HISTORY - Date Condition Report By AH8434 HISTORY - 1980 MONUMENTED MIDT AH8434 HISTORY - 19930107 GOOD NGS AH8434 HISTORY - 20010528 GOOD NGS AH8434 AH8434 STATION DESCRIPTION AH8434 AH8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8434'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8434'STATE HIGHWAY 60 IN THREE RIVERS, 36.8 M (120.7 FT) EAST OF THE AH8434'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.7 M (113.8 FT) AH8434'SOUTH OF THE CENTER OF MARCELLUS ROAD, 22.2 M (72.8 FT) NORTHEAST OF AH8434'TRIANGULATION STATION 78104, 0.9 M (3.0 FT) NORTHWEST OF A FENCE, 0.3 AH8434'M (1.0 FT) BELOW THE CENTER OF THE HIGHWAY, AND THE MONUMENT IS FLUSH AH8434'WITH THE GROUND SURFACE. AH8434 AH8434 STATION RECOVERY (2001) AH8434 AH8434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8434'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8435 *********************************************************************** AH8435 DESIGNATION - 78104 RM 2 AH8435 PID - AH8435 AH8435 STATE/COUNTY- MI/ST JOSEPH AH8435 USGS QUAD - SCHOOLCRAFT (1979) AH8435 AH8435 *CURRENT SURVEY CONTROL AH8435 ___________________________________________________________________ AH8435* NAD 83(1986)- 42 01 38. (N) 085 38 15. (W) SCALED AH8435* NAVD 88 - 258.107 (meters) 846.81 (feet) ADJUSTED AH8435 ___________________________________________________________________ AH8435 GEOID HEIGHT- -32.99 (meters) GEOID03 AH8435 DYNAMIC HT - 258.020 (meters) 846.52 (feet) COMP AH8435 MODELED GRAV- 980,278.7 (mgal) NAVD 88 AH8435 AH8435 VERT ORDER - FIRST CLASS II AH8435 AH8435.The horizontal coordinates were scaled from a topographic map and have AH8435.an estimated accuracy of +/- 6 seconds. AH8435 AH8435.The orthometric height was determined by differential leveling AH8435.and adjusted by the National Geodetic Survey in March 2005. AH8435 AH8435.The geoid height was determined by GEOID03. AH8435 AH8435.The dynamic height is computed by dividing the NAVD 88 AH8435.geopotential number by the normal gravity value computed on the AH8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8435.degrees latitude (g = 980.6199 gals.). AH8435 AH8435.The modeled gravity was interpolated from observed gravity values. AH8435 AH8435; North East Units Estimated Accuracy AH8435;SPC MI S - 59,360. 3,894,760. MT (+/- 180 meters Scaled) AH8435 AH8435 SUPERSEDED SURVEY CONTROL AH8435 AH8435.No superseded survey control is available for this station. AH8435 AH8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM127536(NAD 83) AH8435_MARKER: DV = VERTICAL CONTROL DISK AH8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8435_STAMPING: 78104 1980 2 AH8435_MARK LOGO: MIDT AH8435_MAGNETIC: N = NO MAGNETIC MATERIAL AH8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8435+STABILITY: SURFACE MOTION AH8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8435+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8435 AH8435 HISTORY - Date Condition Report By AH8435 HISTORY - 1980 MONUMENTED MIDT AH8435 HISTORY - 19930107 GOOD NGS AH8435 HISTORY - 20010528 GOOD NGS AH8435 AH8435 STATION DESCRIPTION AH8435 AH8435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8435'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8435'STATE HIGHWAY 60 IN THREE RIVERS, 47.2 M (154.9 FT) SOUTH OF THE AH8435'CENTER OF MARCELLUS ROAD, 19.8 M (65.0 FT) EAST OF THE CENTERLINE OF AH8435'THE MORTHBOUND LANES OF THE HIGHWAY, 12.1 M (39.7 FT) NORTH OF THE AH8435'SOUTHWEST END OF A FENCE, 7.3 M (24.0 FT) NORTHWEST OF TRIANGULATION AH8435'STATION 78104, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE AH8435'MONUMENT IS FLUSH WITH THE GROUND SURFACE. AH8435 AH8435 STATION RECOVERY (2001) AH8435 AH8435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8435'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB3092 *********************************************************************** AB3092 DESIGNATION - 78105 AB3092 PID - AB3092 AB3092 STATE/COUNTY- MI/ST JOSEPH AB3092 USGS QUAD - CONSTANTINE (1972) AB3092 AB3092 *CURRENT SURVEY CONTROL AB3092 ___________________________________________________________________ AB3092* NAD 83(1994)- 41 47 50.18961(N) 085 39 41.76247(W) ADJUSTED AB3092* NAVD 88 - 248.791 (meters) 816.24 (feet) ADJUSTED AB3092 ___________________________________________________________________ AB3092 X - 360,245.991 (meters) COMP AB3092 Y - -4,748,551.548 (meters) COMP AB3092 Z - 4,228,987.582 (meters) COMP AB3092 LAPLACE CORR- 0.45 (seconds) DEFLEC99 AB3092 ELLIP HEIGHT- 215.63 (meters) (07/12/02) GPS OBS AB3092 GEOID HEIGHT- -33.18 (meters) GEOID03 AB3092 DYNAMIC HT - 248.702 (meters) 815.95 (feet) COMP AB3092 MODELED GRAV- 980,257.6 (mgal) NAVD 88 AB3092 AB3092 HORZ ORDER - FIRST AB3092 VERT ORDER - FIRST CLASS II AB3092 ELLP ORDER - FOURTH CLASS I AB3092 AB3092.The horizontal coordinates were established by GPS observations AB3092.and adjusted by the National Geodetic Survey in May 1996. AB3092 AB3092.The orthometric height was determined by differential leveling AB3092.and adjusted by the National Geodetic Survey in March 2005. AB3092.No vertical observational check was made to the station. AB3092 AB3092.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB3092 AB3092.The Laplace correction was computed from DEFLEC99 derived deflections. AB3092 AB3092.The ellipsoidal height was determined by GPS observations AB3092.and is referenced to NAD 83. AB3092 AB3092.The geoid height was determined by GEOID03. AB3092 AB3092.The dynamic height is computed by dividing the NAVD 88 AB3092.geopotential number by the normal gravity value computed on the AB3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB3092.degrees latitude (g = 980.6199 gals.). AB3092 AB3092.The modeled gravity was interpolated from observed gravity values. AB3092 AB3092; North East Units Scale Factor Converg. AB3092;SPC MI S - 33,849.571 3,892,368.931 MT 1.00008539 -0 52 52.5 AB3092;UTM 16 - 4,628,133.972 611,195.315 MT 0.99975215 +0 53 31.7 AB3092 AB3092! - Elev Factor x Scale Factor = Combined Factor AB3092!SPC MI S - 0.99996618 x 1.00008539 = 1.00005157 AB3092!UTM 16 - 0.99996618 x 0.99975215 = 0.99971834 AB3092 AB3092 SUPERSEDED SURVEY CONTROL AB3092 AB3092 ELLIP H (05/08/96) 215.65 (m) GP( ) 1 1 AB3092 AB3092.Superseded values are not recommended for survey control. AB3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3092.See file dsdata.txt to determine how the superseded data were derived. AB3092 AB3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1119528134(NAD 83) AB3092_MARKER: DH = HORIZONTAL CONTROL DISK AB3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB3092_STAMPING: 78105 1980 AB3092_MARK LOGO: MIDT AB3092_MAGNETIC: N = NO MAGNETIC MATERIAL AB3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3092+STABILITY: SURFACE MOTION AB3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3092+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AB3092 AB3092 HISTORY - Date Condition Report By AB3092 HISTORY - 1980 MONUMENTED MIDT AB3092 HISTORY - 19930106 GOOD NGS AB3092 HISTORY - 20010528 GOOD NGS AB3092 HISTORY - 20030512 GOOD NGS AB3092 AB3092 STATION DESCRIPTION AB3092 AB3092'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 AB3092'STATION IS LOCATED IN QUAD 410854. IT IS ON THE CONSTANTINE AB3092'QUADRANGLE MAP IN THE SOUTHWEST 1/4 OF SECTION 1, T-7-S, R-12-W, AB3092'MOTTVILLE TOWNSHIP. ABOUT 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE AB3092'PIGEON, 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 13.0 MI (20.9 KM) WEST AB3092'OF STURGIS, AT THE WHITE PIGEON STATE POLICE POST. STATION IS IN THE AB3092'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 12 AND U.S. AB3092'HIGHWAY 131, 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE PIGEON. AB3092'STATION IS 29.0 FT (8.8 M) SOUTHWEST FROM A UTILITY POLE, 14.5 FT (4.4 AB3092'M) NORTH FROM THE BACK OF THE NORTH CURB OF U.S. HIGHWAY 12, 25.4 FT AB3092'(7.7 M) NORTHEAST FROM THE NORTHEAST CORNER OF A CATCH BASIN, 25.8 FT AB3092'(7.9 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF A BITUMINOUS PARKING AB3092'LOT AND 6.3 FT (1.9 M) SOUTHWEST FROM A METAL WITNESS POST AND SIGN. AB3092 AB3092 STATION RECOVERY (1993) AB3092 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK) AB3092'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 81.7 AB3092'M (268.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 40.8 M (133.9 FT) AB3092'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATE POLICE OFFICE, 26.6 M AB3092'(87.3 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 17.8 M (58.4 FT) EAST OF AB3092'THE CENTER OF A DRIVEWAY, 13.8 M (45.3 FT) SOUTHWEST OF REFERENCE MARK AB3092'1, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 12, 8.7 M (28.5 AB3092'FT) WEST-SOUTHWEST OF OF UTILITY POLE NUMBER S535-2397, 1.8 M (5.9 FT) AB3092'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AB3092'HIGHWAYS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. AB3092 AB3092 STATION RECOVERY (2001) AB3092 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AB3092'RECOVERED IN GOOD CONDITION. NOTE-- STATION IS ABOUT 6-INCHES BELOW AB3092'GROUND. AB3092 AB3092 STATION RECOVERY (2003) AB3092 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AB3092'RECOVERED IN GOOD CONDITION. NOTE--MARK IS 6 INCHES BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8477 *********************************************************************** AH8477 DESIGNATION - 78105 RM 1 AH8477 PID - AH8477 AH8477 STATE/COUNTY- MI/ST JOSEPH AH8477 USGS QUAD - CONSTANTINE (1972) AH8477 AH8477 *CURRENT SURVEY CONTROL AH8477 ___________________________________________________________________ AH8477* NAD 83(1986)- 41 47 51. (N) 085 39 42. (W) SCALED AH8477* NAVD 88 - 248.783 (meters) 816.22 (feet) ADJUSTED AH8477 ___________________________________________________________________ AH8477 GEOID HEIGHT- -33.18 (meters) GEOID03 AH8477 DYNAMIC HT - 248.694 (meters) 815.92 (feet) COMP AH8477 MODELED GRAV- 980,257.7 (mgal) NAVD 88 AH8477 AH8477 VERT ORDER - FIRST CLASS II AH8477 AH8477.The horizontal coordinates were scaled from a topographic map and have AH8477.an estimated accuracy of +/- 6 seconds. AH8477 AH8477.The orthometric height was determined by differential leveling AH8477.and adjusted by the National Geodetic Survey in March 2005. AH8477.No vertical observational check was made to the station. AH8477 AH8477.The geoid height was determined by GEOID03. AH8477 AH8477.The dynamic height is computed by dividing the NAVD 88 AH8477.geopotential number by the normal gravity value computed on the AH8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8477.degrees latitude (g = 980.6199 gals.). AH8477 AH8477.The modeled gravity was interpolated from observed gravity values. AH8477 AH8477; North East Units Estimated Accuracy AH8477;SPC MI S - 33,880. 3,892,360. MT (+/- 180 meters Scaled) AH8477 AH8477 SUPERSEDED SURVEY CONTROL AH8477 AH8477.No superseded survey control is available for this station. AH8477 AH8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM111281(NAD 83) AH8477_MARKER: DV = VERTICAL CONTROL DISK AH8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8477_STAMPING: 78105 1980 1 AH8477_MARK LOGO: MIDT AH8477_MAGNETIC: N = NO MAGNETIC MATERIAL AH8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8477+STABILITY: SURFACE MOTION AH8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8477+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AH8477 AH8477 HISTORY - Date Condition Report By AH8477 HISTORY - 1980 MONUMENTED MIDT AH8477 HISTORY - 19930106 GOOD NGS AH8477 HISTORY - 20010529 GOOD NGS AH8477 HISTORY - 20030512 GOOD NGS AH8477 AH8477 STATION DESCRIPTION AH8477 AH8477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8477'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 83.1 AH8477'M (272.6 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 24.8 M (81.4 FT) AH8477'NORTH OF THE CENTERLINE OF HIGHWAY 12, 13.8 M (45.3 FT) AH8477'NORTH-NORTHEAST OF TRIANGULATION STATION 78105, 11.3 M (37.1 FT) AH8477'NORTH-NORTHWEST OF UTILITY PLE NUMBER S539-239, 3.3 M (10.8 FT) AH8477'SOUTHEAST OF THE SOUTHEAST EDGE OF A PAVED PARKING AREA, POLE 0.3 M AH8477'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAYS, AND THE MONUMENT IS FLUSH AH8477'WITH THE GROUND SURFACE. AH8477 AH8477 STATION RECOVERY (2001) AH8477 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8477'RECOVERED AS DESCRIBED. AH8477 AH8477 STATION RECOVERY (2003) AH8477 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AH8477'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB3090 *********************************************************************** AB3090 DESIGNATION - 78200 AB3090 PID - AB3090 AB3090 STATE/COUNTY- MI/ST JOSEPH AB3090 USGS QUAD - CONSTANTINE (1972) AB3090 AB3090 *CURRENT SURVEY CONTROL AB3090 ___________________________________________________________________ AB3090* NAD 83(1994)- 41 45 56.21362(N) 085 40 20.13515(W) ADJUSTED AB3090* NAVD 88 - 246.811 (meters) 809.75 (feet) ADJUSTED AB3090 ___________________________________________________________________ AB3090 X - 359,539.278 (meters) COMP AB3090 Y - -4,750,953.327 (meters) COMP AB3090 Z - 4,226,363.937 (meters) COMP AB3090 LAPLACE CORR- 0.63 (seconds) DEFLEC99 AB3090 ELLIP HEIGHT- 213.57 (meters) (07/12/02) GPS OBS AB3090 GEOID HEIGHT- -33.21 (meters) GEOID03 AB3090 DYNAMIC HT - 246.721 (meters) 809.45 (feet) COMP AB3090 MODELED GRAV- 980,254.2 (mgal) NAVD 88 AB3090 AB3090 HORZ ORDER - FIRST AB3090 VERT ORDER - FIRST CLASS II AB3090 ELLP ORDER - FOURTH CLASS I AB3090 AB3090.The horizontal coordinates were established by GPS observations AB3090.and adjusted by the National Geodetic Survey in May 1996. AB3090 AB3090.The orthometric height was determined by differential leveling AB3090.and adjusted by the National Geodetic Survey in March 2005. AB3090.No vertical observational check was made to the station. AB3090 AB3090.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB3090 AB3090.The Laplace correction was computed from DEFLEC99 derived deflections. AB3090 AB3090.The ellipsoidal height was determined by GPS observations AB3090.and is referenced to NAD 83. AB3090 AB3090.The geoid height was determined by GEOID03. AB3090 AB3090.The dynamic height is computed by dividing the NAVD 88 AB3090.geopotential number by the normal gravity value computed on the AB3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB3090.degrees latitude (g = 980.6199 gals.). AB3090 AB3090.The modeled gravity was interpolated from observed gravity values. AB3090 AB3090; North East Units Scale Factor Converg. AB3090;SPC MI S - 30,346.912 3,891,428.518 MT 1.00009590 -0 53 18.6 AB3090;UTM 16 - 4,624,605.090 610,364.017 MT 0.99974988 +0 53 04.1 AB3090 AB3090! - Elev Factor x Scale Factor = Combined Factor AB3090!SPC MI S - 0.99996650 x 1.00009590 = 1.00006240 AB3090!UTM 16 - 0.99996650 x 0.99974988 = 0.99971639 AB3090 AB3090 SUPERSEDED SURVEY CONTROL AB3090 AB3090 ELLIP H (05/08/96) 213.60 (m) GP( ) 1 1 AB3090 AB3090.Superseded values are not recommended for survey control. AB3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3090.See file dsdata.txt to determine how the superseded data were derived. AB3090 AB3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1036424605(NAD 83) AB3090_MARKER: DH = HORIZONTAL CONTROL DISK AB3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB3090_STAMPING: 78200 1994 AB3090_MARK LOGO: MIDT AB3090_MAGNETIC: N = NO MAGNETIC MATERIAL AB3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3090+STABILITY: SURFACE MOTION AB3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3090+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001 AB3090 AB3090 HISTORY - Date Condition Report By AB3090 HISTORY - 1994 MONUMENTED MIDT AB3090 HISTORY - 20010611 GOOD MIDT AB3090 AB3090 STATION DESCRIPTION AB3090 AB3090'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR) AB3090'STATION IS LOCATED IN QUAD 410850. IT IS ON THE CONSTANTINE AB3090'QUADRANGLE MAP IN THE SOUTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W, AB3090'MOTTVILLE TOWNSHIP. ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF WHITE PIGEON, AB3090'12.5 MI (20.1 KM) WEST OF STURGIS, 4.0 MI (6.4 KM) SOUTH OF AB3090'CONSTANTINE IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. AB3090'HIGHWAY 131 AND ANDERSON ROAD. TO REACH FROM THE INTERSECTION OF U.S. AB3090'HIGHWAY 12 AND U.S. HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF WHITE AB3090'PIGEON GO SOUTH ALONG U.S. HIGHWAY 131 FOR 2.4 MI (3.9 KM) TO THE AB3090'STATION ON THE RIGHT AS DESCRIBED. STATION IS 82.4 FT (25.1 M) AB3090'NORTHEAST FROM A UTILITY POLE, 93.2 FT (28.4 M) NORTHEAST FROM A AB3090'UTILITY POLE, 61.6 FT (18.8 M) WEST FROM THE CENTER OF U.S. HIGHWAY AB3090'131, 60.5 FT (18.4 M) WEST FROM A GAS PIPELINE MARKER, 17.8 FT (5.4 M) AB3090'SOUTHWEST FROM A UTILITY POLE AND 6.6 FT (2.0 M) WEST FROM A CARSONITE AB3090'WITNESS POST. AB3090 AB3090 STATION RECOVERY (2001) AB3090 AB3090'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR) AB3090'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB3091 *********************************************************************** AB3091 DESIGNATION - 78201 AB3091 PID - AB3091 AB3091 STATE/COUNTY- MI/ST JOSEPH AB3091 USGS QUAD - CONSTANTINE (1972) AB3091 AB3091 *CURRENT SURVEY CONTROL AB3091 ___________________________________________________________________ AB3091* NAD 83(1994)- 41 46 37.67507(N) 085 39 46.05739(W) ADJUSTED AB3091* NAVD 88 - 247.702 (meters) 812.67 (feet) ADJUSTED AB3091 ___________________________________________________________________ AB3091 X - 360,259.800 (meters) COMP AB3091 Y - -4,750,044.806 (meters) COMP AB3091 Z - 4,227,318.604 (meters) COMP AB3091 LAPLACE CORR- 0.53 (seconds) DEFLEC99 AB3091 ELLIP HEIGHT- 214.48 (meters) (07/12/02) GPS OBS AB3091 GEOID HEIGHT- -33.20 (meters) GEOID03 AB3091 DYNAMIC HT - 247.612 (meters) 812.37 (feet) COMP AB3091 MODELED GRAV- 980,255.2 (mgal) NAVD 88 AB3091 AB3091 HORZ ORDER - FIRST AB3091 VERT ORDER - FIRST CLASS II AB3091 ELLP ORDER - FOURTH CLASS I AB3091 AB3091.The horizontal coordinates were established by GPS observations AB3091.and adjusted by the National Geodetic Survey in May 1996. AB3091 AB3091.The orthometric height was determined by differential leveling AB3091.and adjusted by the National Geodetic Survey in March 2005. AB3091.No vertical observational check was made to the station. AB3091 AB3091.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB3091 AB3091.The Laplace correction was computed from DEFLEC99 derived deflections. AB3091 AB3091.The ellipsoidal height was determined by GPS observations AB3091.and is referenced to NAD 83. AB3091 AB3091.The geoid height was determined by GEOID03. AB3091 AB3091.The dynamic height is computed by dividing the NAVD 88 AB3091.geopotential number by the normal gravity value computed on the AB3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB3091.degrees latitude (g = 980.6199 gals.). AB3091 AB3091.The modeled gravity was interpolated from observed gravity values. AB3091 AB3091; North East Units Scale Factor Converg. AB3091;SPC MI S - 31,613.906 3,892,235.334 MT 1.00009204 -0 52 55.4 AB3091;UTM 16 - 4,625,895.997 611,130.983 MT 0.99975197 +0 53 27.5 AB3091 AB3091! - Elev Factor x Scale Factor = Combined Factor AB3091!SPC MI S - 0.99996636 x 1.00009204 = 1.00005840 AB3091!UTM 16 - 0.99996636 x 0.99975197 = 0.99971834 AB3091 AB3091 SUPERSEDED SURVEY CONTROL AB3091 AB3091 ELLIP H (05/08/96) 214.50 (m) GP( ) 1 1 AB3091 AB3091.Superseded values are not recommended for survey control. AB3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3091.See file dsdata.txt to determine how the superseded data were derived. AB3091 AB3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1113125896(NAD 83) AB3091_MARKER: DH = HORIZONTAL CONTROL DISK AB3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB3091_STAMPING: 78201 1994 AB3091_MARK LOGO: MIDT AB3091_MAGNETIC: N = NO MAGNETIC MATERIAL AB3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3091+STABILITY: SURFACE MOTION AB3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3091+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AB3091 AB3091 HISTORY - Date Condition Report By AB3091 HISTORY - 1994 MONUMENTED MIDT AB3091 HISTORY - 20010528 GOOD NGS AB3091 HISTORY - 20030512 GOOD NGS AB3091 AB3091 STATION DESCRIPTION AB3091 AB3091'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR) AB3091'STATION IS LOCATED IN QUAD 410854. IT IS ON THE CONSTANTINE AB3091'QUADRANGLE MAP IN THE NORTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W, AB3091'MOTTVILLE TOWNSHIP. ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF WHITE PIGEON, AB3091'12 MI (19.3 KM) WEST OF STURGIS, 3.2 MI (5.1 KM) SOUTH OF CONSTANTINE AB3091'AND ON THE WEST SIDE OF U.S. HIGHWAY 131. TO REACH FROM THE AB3091'INTERSECTION OF U.S. HIGHWAY 12 AND U.S. HIGHWAY 131 ABOUT 1.0 MI AB3091'(1.6 KM) WEST OF WHITE PIGEON GO SOUTH ALONG U.S. HIGHWAY 131 FOR 1.4 AB3091'MI (2.3 KM) TO STATION ON THE RIGHT AS DESCRIBED. STATION IS 108.5 FT AB3091'(33.1 M) SOUTH FROM A UTILITY POLE, 129.0 FT (39.3 M) NORTH FROM A AB3091'UTILITY POLE, 64.7 FT (19.7 M) SOUTH FROM A STEEL POST LABELED (GTE) , AB3091'49.6 FT (15.1 M) WEST FROM THE CENTER OF U.S. HIGHWAY 131, 42.3 FT AB3091'(12.9 M) NORTHWEST FROM A STEEL SIGN POST AND 2.3 FT (0.7 M) EAST FROM AB3091'A CARSONITE WITNESS POST. AB3091 AB3091 STATION RECOVERY (2001) AB3091 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AB3091'RECOVERED AS DESCRIBED. AB3091 AB3091 STATION RECOVERY (2003) AB3091 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AB3091'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AB3093 *********************************************************************** AB3093 DESIGNATION - 78202 AB3093 PID - AB3093 AB3093 STATE/COUNTY- MI/ST JOSEPH AB3093 USGS QUAD - CONSTANTINE (1972) AB3093 AB3093 *CURRENT SURVEY CONTROL AB3093 ___________________________________________________________________ AB3093* NAD 83(1994)- 41 47 52.29826(N) 085 38 49.97796(W) ADJUSTED AB3093* NAVD 88 - 248.166 (meters) 814.19 (feet) ADJUSTED AB3093 ___________________________________________________________________ AB3093 X - 361,434.815 (meters) COMP AB3093 Y - -4,748,417.228 (meters) COMP AB3093 Z - 4,229,035.645 (meters) COMP AB3093 LAPLACE CORR- 0.36 (seconds) DEFLEC99 AB3093 ELLIP HEIGHT- 214.97 (meters) (07/12/02) GPS OBS AB3093 GEOID HEIGHT- -33.18 (meters) GEOID03 AB3093 DYNAMIC HT - 248.077 (meters) 813.90 (feet) COMP AB3093 MODELED GRAV- 980,257.2 (mgal) NAVD 88 AB3093 AB3093 HORZ ORDER - FIRST AB3093 VERT ORDER - FIRST CLASS II AB3093 ELLP ORDER - FOURTH CLASS I AB3093 AB3093.The horizontal coordinates were established by GPS observations AB3093.and adjusted by the National Geodetic Survey in May 1996. AB3093 AB3093.The orthometric height was determined by differential leveling AB3093.and adjusted by the National Geodetic Survey in March 2005. AB3093.No vertical observational check was made to the station. AB3093 AB3093.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB3093 AB3093.The Laplace correction was computed from DEFLEC99 derived deflections. AB3093 AB3093.The ellipsoidal height was determined by GPS observations AB3093.and is referenced to NAD 83. AB3093 AB3093.The geoid height was determined by GEOID03. AB3093 AB3093.The dynamic height is computed by dividing the NAVD 88 AB3093.geopotential number by the normal gravity value computed on the AB3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB3093.degrees latitude (g = 980.6199 gals.). AB3093 AB3093.The modeled gravity was interpolated from observed gravity values. AB3093 AB3093; North East Units Scale Factor Converg. AB3093;SPC MI S - 33,896.339 3,893,565.432 MT 1.00008520 -0 52 17.2 AB3093;UTM 16 - 4,628,217.715 612,389.400 MT 0.99975543 +0 54 06.2 AB3093 AB3093! - Elev Factor x Scale Factor = Combined Factor AB3093!SPC MI S - 0.99996628 x 1.00008520 = 1.00005148 AB3093!UTM 16 - 0.99996628 x 0.99975543 = 0.99972172 AB3093 AB3093 SUPERSEDED SURVEY CONTROL AB3093 AB3093 ELLIP H (05/08/96) 214.99 (m) GP( ) 1 1 AB3093 AB3093.Superseded values are not recommended for survey control. AB3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3093.See file dsdata.txt to determine how the superseded data were derived. AB3093 AB3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1238928218(NAD 83) AB3093_MARKER: DH = HORIZONTAL CONTROL DISK AB3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB3093_STAMPING: 78202 1994 AB3093_MARK LOGO: MIDT AB3093_MAGNETIC: N = NO MAGNETIC MATERIAL AB3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3093+STABILITY: SURFACE MOTION AB3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB3093+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AB3093 AB3093 HISTORY - Date Condition Report By AB3093 HISTORY - 1994 MONUMENTED MIDT AB3093 HISTORY - 20020322 GOOD WOOLPT AB3093 HISTORY - 20030512 GOOD NGS AB3093 AB3093 STATION DESCRIPTION AB3093 AB3093'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR) AB3093'STATION IS LOCATED IN QUAD 410854. IT IS ON THE CONSTANTINE AB3093'QUADRANGLE MAP IN THE SOUTHEAST QUARTER OF SECTION 1, T-8-S, R-12-W, AB3093'MOTTVILLE TOWNSHIP. ABOUT 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 11.2 AB3093'MI (18.0 KM) WEST OF STURGIS, 5.0 MI (8.0 KM) EAST OF MOTTVILLE ON THE AB3093'SOUTH SIDE OF U.S. HIGHWAY 12. TO REACH FROM THE INTERSECTION OF AB3093'U.S. HIGHWAY 12 AND U.S. HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF AB3093'WHITE PIGEON, GO EAST ALONG U.S. HIGHWAY 12 FOR 0.8 MI (1.3 KM) TO AB3093'THE STATION ON THE RIGHT AS DESCRIBED. STATION IS APPROXIMATELY 30.3 AB3093'FT (9.2 M) SOUTH FROM THE CENTER OF U.S. HIGHWAY 12, 83.0 FT (25.3 M) AB3093'NORTHEAST FROM A 28-INCH HICKORY TREE, 12.4 FT (3.8 M) NORTH FROM THE AB3093'NORTH EDGE OF AN EAST AND WEST SIDEWALK, 40.6 FT (12.4 M) NORTH FROM A AB3093'WOOD SIGN POST, 50.7 FT (15.5 M) WEST FROM A STEEL SIGN POST, 80.0 FT AB3093'(24.4 M) WEST FROM THE CENTER OF STATE STREET AND 74.2 FT (22.6 M) AB3093'EAST FROM A CARSONITE WITNESS POST. AB3093 AB3093 STATION RECOVERY (2002) AB3093 AB3093'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (RMC) AB3093'RECOVERED IN GOOD CONDITION. AB3093 AB3093 STATION RECOVERY (2003) AB3093 AB3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AB3093'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9175 *********************************************************************** DG9175 DESIGNATION - 78400 DG9175 PID - DG9175 DG9175 STATE/COUNTY- MI/ST JOSEPH DG9175 USGS QUAD - CONSTANTINE (1972) DG9175 DG9175 *CURRENT SURVEY CONTROL DG9175 ___________________________________________________________________ DG9175* NAD 83(1986)- 41 47 45. (N) 085 40 56. (W) SCALED DG9175* NAVD 88 - 247.357 (meters) 811.54 (feet) ADJUSTED DG9175 ___________________________________________________________________ DG9175 GEOID HEIGHT- -33.19 (meters) GEOID03 DG9175 DYNAMIC HT - 247.269 (meters) 811.25 (feet) COMP DG9175 MODELED GRAV- 980,258.2 (mgal) NAVD 88 DG9175 DG9175 VERT ORDER - FIRST CLASS II DG9175 DG9175.The horizontal coordinates were scaled from a topographic map and have DG9175.an estimated accuracy of +/- 6 seconds. DG9175 DG9175.The orthometric height was determined by differential leveling DG9175.and adjusted by the National Geodetic Survey in March 2005. DG9175 DG9175.The geoid height was determined by GEOID03. DG9175 DG9175.The dynamic height is computed by dividing the NAVD 88 DG9175.geopotential number by the normal gravity value computed on the DG9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9175.degrees latitude (g = 980.6199 gals.). DG9175 DG9175.The modeled gravity was interpolated from observed gravity values. DG9175 DG9175; North East Units Estimated Accuracy DG9175;SPC MI S - 33,720. 3,890,650. MT (+/- 180 meters Scaled) DG9175 DG9175 SUPERSEDED SURVEY CONTROL DG9175 DG9175.No superseded survey control is available for this station. DG9175 DG9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM094279(NAD 83) DG9175_MARKER: DD = SURVEY DISK DG9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9175_STAMPING: 78400 2001 DG9175_MARK LOGO: MIDT DG9175_PROJECTION: FLUSH DG9175_MAGNETIC: N = NO MAGNETIC MATERIAL DG9175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9175+STABILITY: SURFACE MOTION DG9175 DG9175 HISTORY - Date Condition Report By DG9175 HISTORY - 20010604 MONUMENTED MIDT DG9175 HISTORY - 20030512 GOOD NGS DG9175 DG9175 STATION DESCRIPTION DG9175 DG9175'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR) DG9175'STATION IS LOCATED ABOUT 2.0 MILES WEST OF WHITE PIGEON. IT IS IN THE DG9175'SOUTHEAST 1/4 OF SECTION 3, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON DG9175'HIGHWAY RIGHT-OF-WAY. DG9175' DG9175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12 AT DG9175'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 1.0 MILE TO DG9175'THE INTERSECTION OF BLUE SCHOOL RD AND THE STATION SET IN THE DG9175'SOUTHWEST QUADRANT OF THIS INTERSECTION. THE STATION IS A DEPARTMENT DG9175'OF TRANSPORTATION DISK, SET INTO THE TOP OF A 12-INCH CYCLINDRICAL DG9175'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 1.0 FT NORTH DG9175'OF A UTILITY POLE, 35.0 FT WEST OF THE CENTERLINE OF BLUE SCHOOL RD DG9175'AND 73.5 FT SOUTH OF THE CENTERLINE OF HWY 12. DG9175' DG9175'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9155 *********************************************************************** DG9155 DESIGNATION - 78401 DG9155 PID - DG9155 DG9155 STATE/COUNTY- MI/ST JOSEPH DG9155 USGS QUAD - CONSTANTINE (1972) DG9155 DG9155 *CURRENT SURVEY CONTROL DG9155 ___________________________________________________________________ DG9155* NAD 83(1986)- 41 47 46. (N) 085 42 39. (W) SCALED DG9155* NAVD 88 - 245.645 (meters) 805.92 (feet) ADJUSTED DG9155 ___________________________________________________________________ DG9155 GEOID HEIGHT- -33.20 (meters) GEOID03 DG9155 DYNAMIC HT - 245.557 (meters) 805.63 (feet) COMP DG9155 MODELED GRAV- 980,258.8 (mgal) NAVD 88 DG9155 DG9155 VERT ORDER - FIRST CLASS II DG9155 DG9155.The horizontal coordinates were scaled from a topographic map and have DG9155.an estimated accuracy of +/- 6 seconds. DG9155 DG9155.The orthometric height was determined by differential leveling DG9155.and adjusted by the National Geodetic Survey in March 2005. DG9155 DG9155.The geoid height was determined by GEOID03. DG9155 DG9155.The dynamic height is computed by dividing the NAVD 88 DG9155.geopotential number by the normal gravity value computed on the DG9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9155.degrees latitude (g = 980.6199 gals.). DG9155 DG9155.The modeled gravity was interpolated from observed gravity values. DG9155 DG9155; North East Units Estimated Accuracy DG9155;SPC MI S - 33,780. 3,888,280. MT (+/- 180 meters Scaled) DG9155 DG9155 SUPERSEDED SURVEY CONTROL DG9155 DG9155.No superseded survey control is available for this station. DG9155 DG9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM071279(NAD 83) DG9155_MARKER: DD = SURVEY DISK DG9155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9155_STAMPING: 78401 2001 DG9155_MARK LOGO: MIDT DG9155_PROJECTION: FLUSH DG9155_MAGNETIC: N = NO MAGNETIC MATERIAL DG9155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9155+STABILITY: SURFACE MOTION DG9155 DG9155 HISTORY - Date Condition Report By DG9155 HISTORY - 20010604 MONUMENTED MIDT DG9155 HISTORY - 20030512 GOOD NGS DG9155 DG9155 STATION DESCRIPTION DG9155 DG9155'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR) DG9155'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF WHITE PIGEON, IN THE DG9155'SOUTHEAST 1/4 OF SECTION 4, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON DG9155'HIGHWAY RIGHT-OF-WAY PROPERTY. DG9155' DG9155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12 AT DG9155'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 2.4 MILES TO DG9155'A ONE STORY HOUSE ON THE LEFT AND THE STATION SET JUST WEST OF THE DG9155'DRIVEWAY AT THE END OF AND OLD FENCE LINE. DG9155' DG9155'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET INTO DG9155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE DG9155'GROUND SURFACE. IT IS 1.0 FT EAST OF THE NORTH END OF AND OLD FENCE DG9155'LINE, 6.0 FT WEST OF A BLUE SPRUCE TREE, 33.0 FT WEST OF THE DG9155'CENTERLINE OF THE DRIVEWAY AND 36.0 FEET SOUTH OF THE CENTERLINE OF DG9155'U.S. HWY 12. DG9155' DG9155'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MIGHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9156 *********************************************************************** DG9156 DESIGNATION - 78402 DG9156 PID - DG9156 DG9156 STATE/COUNTY- MI/ST JOSEPH DG9156 USGS QUAD - CONSTANTINE (1972) DG9156 DG9156 *CURRENT SURVEY CONTROL DG9156 ___________________________________________________________________ DG9156* NAD 83(1986)- 41 47 55. (N) 085 44 25. (W) SCALED DG9156* NAVD 88 - 240.036 (meters) 787.52 (feet) ADJUSTED DG9156 ___________________________________________________________________ DG9156 GEOID HEIGHT- -33.21 (meters) GEOID03 DG9156 DYNAMIC HT - 239.950 (meters) 787.24 (feet) COMP DG9156 MODELED GRAV- 980,259.0 (mgal) NAVD 88 DG9156 DG9156 VERT ORDER - FIRST CLASS II DG9156 DG9156.The horizontal coordinates were scaled from a topographic map and have DG9156.an estimated accuracy of +/- 6 seconds. DG9156 DG9156.The orthometric height was determined by differential leveling DG9156.and adjusted by the National Geodetic Survey in March 2005. DG9156 DG9156.The geoid height was determined by GEOID03. DG9156 DG9156.The dynamic height is computed by dividing the NAVD 88 DG9156.geopotential number by the normal gravity value computed on the DG9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9156.degrees latitude (g = 980.6199 gals.). DG9156 DG9156.The modeled gravity was interpolated from observed gravity values. DG9156 DG9156; North East Units Estimated Accuracy DG9156;SPC MI S - 34,100. 3,885,830. MT (+/- 180 meters Scaled) DG9156 DG9156 SUPERSEDED SURVEY CONTROL DG9156 DG9156.No superseded survey control is available for this station. DG9156 DG9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM046281(NAD 83) DG9156_MARKER: DD = SURVEY DISK DG9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9156_STAMPING: 78402 2001 DG9156_MARK LOGO: MIDT DG9156_PROJECTION: FLUSH DG9156_MAGNETIC: N = NO MAGNETIC MATERIAL DG9156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9156+STABILITY: SURFACE MOTION DG9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9156+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 DG9156 DG9156 HISTORY - Date Condition Report By DG9156 HISTORY - 20010604 MONUMENTED MIDT DG9156 HISTORY - 20030512 GOOD NGS DG9156 DG9156 STATION DESCRIPTION DG9156 DG9156'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR) DG9156'STATION IS LOCATED ABOUT 5.0 MILES WEST OF WHITE PIGEON, IN THE DG9156'SOUTHWEST 1/4 OF SECTION 5, R-12-W, T-8-S, MOTTVILLE TOWNSHIP. DG9156' DG9156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12 AT DG9156'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 5.0 MILES TO DG9156'THE INTERSECTION OF MANN ROAD AND THE STATION IN THE SOUTHEAST DG9156'QUADRANT OF THIS INTERSECTION. DG9156' DG9156'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET INTO DG9156'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE DG9156'GROUND SURFACE. IT IS 69.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY DG9156'12, 23.0 FEET EAST OF THE CENTERLINE OF MANN RD, 18.0 FEET DG9156'SOUTH-SOUTHEAST OF THE EAST LEG OF A STOP SIGN AND 1.0 FEET NORTH OF DG9156'A UTILITY POLE NUMBER S535-1 AND A CARSONITE WITNESS POST. DG9156' DG9156'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9176 *********************************************************************** DG9176 DESIGNATION - 78403 DG9176 PID - DG9176 DG9176 STATE/COUNTY- MI/ST JOSEPH DG9176 USGS QUAD - MOTTVILLE (1992) DG9176 DG9176 *CURRENT SURVEY CONTROL DG9176 ___________________________________________________________________ DG9176* NAD 83(1986)- 41 48 02. (N) 085 45 25. (W) SCALED DG9176* NAVD 88 - 235.572 (meters) 772.87 (feet) ADJUSTED DG9176 ___________________________________________________________________ DG9176 GEOID HEIGHT- -33.21 (meters) GEOID03 DG9176 DYNAMIC HT - 235.488 (meters) 772.60 (feet) COMP DG9176 MODELED GRAV- 980,258.8 (mgal) NAVD 88 DG9176 DG9176 VERT ORDER - FIRST CLASS II DG9176 DG9176.The horizontal coordinates were scaled from a topographic map and have DG9176.an estimated accuracy of +/- 6 seconds. DG9176 DG9176.The orthometric height was determined by differential leveling DG9176.and adjusted by the National Geodetic Survey in March 2005. DG9176 DG9176.The geoid height was determined by GEOID03. DG9176 DG9176.The dynamic height is computed by dividing the NAVD 88 DG9176.geopotential number by the normal gravity value computed on the DG9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9176.degrees latitude (g = 980.6199 gals.). DG9176 DG9176.The modeled gravity was interpolated from observed gravity values. DG9176 DG9176; North East Units Estimated Accuracy DG9176;SPC MI S - 34,340. 3,884,450. MT (+/- 180 meters Scaled) DG9176 DG9176 SUPERSEDED SURVEY CONTROL DG9176 DG9176.No superseded survey control is available for this station. DG9176 DG9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM032283(NAD 83) DG9176_MARKER: DD = SURVEY DISK DG9176_SETTING: 37 = SET IN A MASSIVE RETAINING WALL DG9176_SP_SET: BRIDGE WINGWALL DG9176_STAMPING: 78403 2001 DG9176_MARK LOGO: MIDT DG9176_MAGNETIC: N = NO MAGNETIC MATERIAL DG9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9176+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 DG9176 DG9176 HISTORY - Date Condition Report By DG9176 HISTORY - 2001 MONUMENTED NGS DG9176 HISTORY - 20030512 GOOD NGS DG9176 DG9176 STATION DESCRIPTION DG9176 DG9176'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR) DG9176'STATION IS LOCATED AT THE WEST SIDE OF MOTTVILLE, IN THE SOUTHWEST DG9176'1/4 OF SECTION 6, T-8-S, R-12-W, MOTTVILLE TOWNSHIP. DG9176' DG9176'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK CEMENTED DG9176'IN A DRILL HOLE IN THE TOP STEP OF THE NORTHEAST WINGWALL OF BRIDGE DG9176'OVER THE ST JOSEPH RIVER AT THE WEST SIDE OF MOTTVILLE. IT IS 22.0 DG9176'FEET EAST OF THE CENTERLINE OF HIGHWAY 12, 26.0 FEET WEST OF THE DG9176'NORTHWEST CORNER OF A PEDESTRIAN BRIDGE OVER ST JOSEPH RIVER, 3.0 DG9176'FEET EAST OF A CARSONITE WITNESS POST AND NORTHEAST CORNER OF BRIDGE. DG9176'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8451 *********************************************************************** AH8451 DESIGNATION - A 344 AH8451 PID - AH8451 AH8451 STATE/COUNTY- MI/ST JOSEPH AH8451 USGS QUAD - CONSTANTINE (1972) AH8451 AH8451 *CURRENT SURVEY CONTROL AH8451 ___________________________________________________________________ AH8451* NAD 83(1986)- 41 49 26. (N) 085 39 49. (W) SCALED AH8451* NAVD 88 - 246.778 (meters) 809.64 (feet) ADJUSTED AH8451 ___________________________________________________________________ AH8451 GEOID HEIGHT- -33.16 (meters) GEOID03 AH8451 DYNAMIC HT - 246.690 (meters) 809.35 (feet) COMP AH8451 MODELED GRAV- 980,260.8 (mgal) NAVD 88 AH8451 AH8451 VERT ORDER - FIRST CLASS II AH8451 AH8451.The horizontal coordinates were scaled from a topographic map and have AH8451.an estimated accuracy of +/- 6 seconds. AH8451 AH8451.The orthometric height was determined by differential leveling AH8451.and adjusted by the National Geodetic Survey in March 2005. AH8451.No vertical observational check was made to the station. AH8451 AH8451.The geoid height was determined by GEOID03. AH8451 AH8451.The dynamic height is computed by dividing the NAVD 88 AH8451.geopotential number by the normal gravity value computed on the AH8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8451.degrees latitude (g = 980.6199 gals.). AH8451 AH8451.The modeled gravity was interpolated from observed gravity values. AH8451 AH8451; North East Units Estimated Accuracy AH8451;SPC MI S - 36,810. 3,892,250. MT (+/- 180 meters Scaled) AH8451 AH8451 SUPERSEDED SURVEY CONTROL AH8451 AH8451.No superseded survey control is available for this station. AH8451 AH8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM109310(NAD 83) AH8451_MARKER: F = FLANGE-ENCASED ROD AH8451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH8451_STAMPING: A 344 1992 AH8451_MARK LOGO: NGS AH8451_PROJECTION: FLUSH AH8451_MAGNETIC: N = NO MAGNETIC MATERIAL AH8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8451+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AH8451_ROD/PIPE-DEPTH: 14.6 meters AH8451_SLEEVE-DEPTH : 0.90 meters AH8451 AH8451 HISTORY - Date Condition Report By AH8451 HISTORY - 1992 MONUMENTED NGS AH8451 HISTORY - 20010529 GOOD NGS AH8451 HISTORY - 20030512 GOOD NGS AH8451 AH8451 STATION DESCRIPTION AH8451 AH8451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8451'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8451'U.S. HIGHWAY 12 AT WHITE PIGEON, 79.1 M (259.5 FT) WEST OF THE AH8451'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) WEST OF THE CENTER OF A AH8451'FIELD ENTRANCE, 9.6 M (31.5 FT) NORTH OF THE CENTER OF STEARS ROAD, AH8451'2.8 M (9.2 FT) EAST OF UTILITY POLE NUMBER S 489D-236, 0.4 M (1.3 FT) AH8451'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AH8451'ROAD. NOTE--ACCESS TO THE DATUM PONT IS THROUGH A 5-INCH LOGO CAP. AH8451 AH8451 STATION RECOVERY (2001) AH8451 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8451'RECOVERED AS DESCRIBED. AH8451 AH8451 STATION RECOVERY (2003) AH8451 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AH8451'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8449 *********************************************************************** AH8449 DESIGNATION - B 344 AH8449 PID - AH8449 AH8449 STATE/COUNTY- MI/ST JOSEPH AH8449 USGS QUAD - CONSTANTINE (1972) AH8449 AH8449 *CURRENT SURVEY CONTROL AH8449 ___________________________________________________________________ AH8449* NAD 83(1986)- 41 50 34. (N) 085 40 11. (W) SCALED AH8449* NAVD 88 - 237.480 (meters) 779.13 (feet) ADJUSTED AH8449 ___________________________________________________________________ AH8449 GEOID HEIGHT- -33.14 (meters) GEOID03 AH8449 DYNAMIC HT - 237.396 (meters) 778.86 (feet) COMP AH8449 MODELED GRAV- 980,263.1 (mgal) NAVD 88 AH8449 AH8449 VERT ORDER - FIRST CLASS II AH8449 AH8449.The horizontal coordinates were scaled from a topographic map and have AH8449.an estimated accuracy of +/- 6 seconds. AH8449 AH8449.The orthometric height was determined by differential leveling AH8449.and adjusted by the National Geodetic Survey in March 2005. AH8449.No vertical observational check was made to the station. AH8449 AH8449.The geoid height was determined by GEOID03. AH8449 AH8449.The dynamic height is computed by dividing the NAVD 88 AH8449.geopotential number by the normal gravity value computed on the AH8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8449.degrees latitude (g = 980.6199 gals.). AH8449 AH8449.The modeled gravity was interpolated from observed gravity values. AH8449 AH8449; North East Units Estimated Accuracy AH8449;SPC MI S - 38,910. 3,891,770. MT (+/- 180 meters Scaled) AH8449 AH8449 SUPERSEDED SURVEY CONTROL AH8449 AH8449.No superseded survey control is available for this station. AH8449 AH8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM104331(NAD 83) AH8449_MARKER: DV = VERTICAL CONTROL DISK AH8449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AH8449_SP_SET: BRIDGE ABUTMENT AH8449_STAMPING: B 344 1992 AH8449_MARK LOGO: NGS AH8449_MAGNETIC: N = NO MAGNETIC MATERIAL AH8449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8449+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8449 AH8449 HISTORY - Date Condition Report By AH8449 HISTORY - 1992 MONUMENTED NGS AH8449 HISTORY - 20010528 GOOD NGS AH8449 AH8449 STATION DESCRIPTION AH8449 AH8449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8449'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE AH8449'IN CONSTANTINE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE AH8449'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE AH8449'SPANNING THE ST. JOSEPH RIVER, 9.9 M (32.5 FT) SOUTHWEST OF THE AH8449'CENTERLINE OF THE HIGHWAY, 3.4 M (11.2 FT) SOUTHEAST OF THE NORTHWEST AH8449'END OF THE WEST ABUTMENT WINGWALL, AND 1.3 M (4.3 FT) BELOW THE LEVEL AH8449'OF THE HIGHWAY. AH8449 AH8449 STATION RECOVERY (2001) AH8449 AH8449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8449'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8450 *********************************************************************** AH8450 DESIGNATION - C 344 AH8450 PID - AH8450 AH8450 STATE/COUNTY- MI/ST JOSEPH AH8450 USGS QUAD - CONSTANTINE (1972) AH8450 AH8450 *CURRENT SURVEY CONTROL AH8450 ___________________________________________________________________ AH8450* NAD 83(1986)- 41 50 06. (N) 085 38 54. (W) SCALED AH8450* NAVD 88 - 243.100 (meters) 797.57 (feet) ADJUSTED AH8450 ___________________________________________________________________ AH8450 GEOID HEIGHT- -33.14 (meters) GEOID03 AH8450 DYNAMIC HT - 243.014 (meters) 797.29 (feet) COMP AH8450 MODELED GRAV- 980,262.2 (mgal) NAVD 88 AH8450 AH8450 VERT ORDER - FIRST CLASS II AH8450 AH8450.The horizontal coordinates were scaled from a topographic map and have AH8450.an estimated accuracy of +/- 6 seconds. AH8450 AH8450.The orthometric height was determined by differential leveling AH8450.and adjusted by the National Geodetic Survey in March 2005. AH8450.No vertical observational check was made to the station. AH8450 AH8450.The geoid height was determined by GEOID03. AH8450 AH8450.The dynamic height is computed by dividing the NAVD 88 AH8450.geopotential number by the normal gravity value computed on the AH8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8450.degrees latitude (g = 980.6199 gals.). AH8450 AH8450.The modeled gravity was interpolated from observed gravity values. AH8450 AH8450; North East Units Estimated Accuracy AH8450;SPC MI S - 38,020. 3,893,540. MT (+/- 180 meters Scaled) AH8450 AH8450 SUPERSEDED SURVEY CONTROL AH8450 AH8450.No superseded survey control is available for this station. AH8450 AH8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM122323(NAD 83) AH8450_MARKER: F = FLANGE-ENCASED ROD AH8450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8450_STAMPING: C 344 1992 AH8450_MARK LOGO: NGS AH8450_PROJECTION: FLUSH AH8450_MAGNETIC: N = NO MAGNETIC MATERIAL AH8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8450+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8450_ROD/PIPE-DEPTH: 15.3 meters AH8450 AH8450 HISTORY - Date Condition Report By AH8450 HISTORY - 1992 MONUMENTED NGS AH8450 HISTORY - 20010529 GOOD NGS AH8450 AH8450 STATION DESCRIPTION AH8450 AH8450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8450'IN CONSTANTINE, AT THE INTERSECTION OF SOUTH WASHINGTON (U.S. HIGHWAY AH8450'131) AND CLINTON STREETS, 43.4 M (142.4 FT) SOUTHWEST OF THE AH8450'CENTERLINE OF WASHINGTON STREET, 13.4 M (44.0 FT) NORTH OF THE NORTH AH8450'CRNER OF A HOUSE AT 150 CLINTON STREET, 5.3 M (17.4 FT) SOUTHEAST OF AH8450'AND LEVEL WITH THE CENTER OF CLINTON STREET, 2.1 M (6.9 FT) SOUTHWEST AH8450'OF A WITNESS POST AND GUY CABLE ANCHOR, AND 1.3 M (4.3 FT) NORTHEAST AH8450'OF UTILITY POLE NUMBER S 489C-53 WITH 2 GUY CABLES. NOTE--ACCESS TO AH8450'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8450 AH8450 STATION RECOVERY (2001) AH8450 AH8450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8450'RECOVERED IN GOOD CONDITION. NOTE-- - ADD-- STATION IS ONE BETWEEN A AH8450'UTILITY POLE AND A GUY CABLE ANCHOR BY WITNESS POST AND IS ABOUT AH8450'6-INCHES UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8448 *********************************************************************** AH8448 DESIGNATION - D 344 AH8448 PID - AH8448 AH8448 STATE/COUNTY- MI/ST JOSEPH AH8448 USGS QUAD - CONSTANTINE (1972) AH8448 AH8448 *CURRENT SURVEY CONTROL AH8448 ___________________________________________________________________ AH8448* NAD 83(1986)- 41 51 41. (N) 085 39 47. (W) SCALED AH8448* NAVD 88 - 242.762 (meters) 796.46 (feet) ADJUSTED AH8448 ___________________________________________________________________ AH8448 GEOID HEIGHT- -33.12 (meters) GEOID03 AH8448 DYNAMIC HT - 242.676 (meters) 796.18 (feet) COMP AH8448 MODELED GRAV- 980,265.3 (mgal) NAVD 88 AH8448 AH8448 VERT ORDER - FIRST CLASS II AH8448 AH8448.The horizontal coordinates were scaled from a topographic map and have AH8448.an estimated accuracy of +/- 6 seconds. AH8448 AH8448.The orthometric height was determined by differential leveling AH8448.and adjusted by the National Geodetic Survey in March 2005. AH8448.No vertical observational check was made to the station. AH8448 AH8448.The geoid height was determined by GEOID03. AH8448 AH8448.The dynamic height is computed by dividing the NAVD 88 AH8448.geopotential number by the normal gravity value computed on the AH8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8448.degrees latitude (g = 980.6199 gals.). AH8448 AH8448.The modeled gravity was interpolated from observed gravity values. AH8448 AH8448; North East Units Estimated Accuracy AH8448;SPC MI S - 40,970. 3,892,360. MT (+/- 180 meters Scaled) AH8448 AH8448 SUPERSEDED SURVEY CONTROL AH8448 AH8448.No superseded survey control is available for this station. AH8448 AH8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM109352(NAD 83) AH8448_MARKER: F = FLANGE-ENCASED ROD AH8448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8448_STAMPING: D 344 1992 AH8448_MARK LOGO: NGS AH8448_PROJECTION: FLUSH AH8448_MAGNETIC: N = NO MAGNETIC MATERIAL AH8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8448+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8448_ROD/PIPE-DEPTH: 11.6 meters AH8448 AH8448 HISTORY - Date Condition Report By AH8448 HISTORY - 1992 MONUMENTED NGS AH8448 HISTORY - 20010529 GOOD NGS AH8448 AH8448 STATION DESCRIPTION AH8448 AH8448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8448'7.6 KM (4.70 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8448'U.S. HIGHWAY 12 AT WHITE PIGEON, 17.3 M (56.8 FT) EAST OF THE AH8448'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHEAST OF A GAS LINE AH8448'WARNING POST, 4.0 M (13.1 FT) NORTH OF A UTILITY POLE WITH 2 GUY AH8448'CABLES, 3.3 M (10.8 FT) SOUTH OF AN EXTENDED LINE OF THE NORTH FACE OF AH8448'A LONE 2 STORY HOUSE, 2.9 M (9.5 FT) NORTHWEST OF AN UNDERGROUND CABLE AH8448'JUNCTION BOX, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M AH8448'(1.3 FT) WEST OF A WITNESS POST. NOTE-- ACCESS TO THE DATUM POINT IS AH8448'THROUGH A 5-INCH LOGO CAP. AH8448 AH8448 STATION RECOVERY (2001) AH8448 AH8448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8448'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8447 *********************************************************************** AH8447 DESIGNATION - E 344 AH8447 PID - AH8447 AH8447 STATE/COUNTY- MI/ST JOSEPH AH8447 USGS QUAD - THREE RIVERS WEST (1979) AH8447 AH8447 *CURRENT SURVEY CONTROL AH8447 ___________________________________________________________________ AH8447* NAD 83(1986)- 41 52 54. (N) 085 39 51. (W) SCALED AH8447* NAVD 88 - 247.809 (meters) 813.02 (feet) ADJUSTED AH8447 ___________________________________________________________________ AH8447 GEOID HEIGHT- -33.10 (meters) GEOID03 AH8447 DYNAMIC HT - 247.722 (meters) 812.73 (feet) COMP AH8447 MODELED GRAV- 980,267.7 (mgal) NAVD 88 AH8447 AH8447 VERT ORDER - FIRST CLASS II AH8447 AH8447.The horizontal coordinates were scaled from a topographic map and have AH8447.an estimated accuracy of +/- 6 seconds. AH8447 AH8447.The orthometric height was determined by differential leveling AH8447.and adjusted by the National Geodetic Survey in March 2005. AH8447.No vertical observational check was made to the station. AH8447 AH8447.The geoid height was determined by GEOID03. AH8447 AH8447.The dynamic height is computed by dividing the NAVD 88 AH8447.geopotential number by the normal gravity value computed on the AH8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8447.degrees latitude (g = 980.6199 gals.). AH8447 AH8447.The modeled gravity was interpolated from observed gravity values. AH8447 AH8447; North East Units Estimated Accuracy AH8447;SPC MI S - 43,230. 3,892,300. MT (+/- 180 meters Scaled) AH8447 AH8447 SUPERSEDED SURVEY CONTROL AH8447 AH8447.No superseded survey control is available for this station. AH8447 AH8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM108375(NAD 83) AH8447_MARKER: F = FLANGE-ENCASED ROD AH8447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8447_STAMPING: E 344 1992 AH8447_MARK LOGO: NGS AH8447_PROJECTION: FLUSH AH8447_MAGNETIC: N = NO MAGNETIC MATERIAL AH8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8447+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 AH8447_ROD/PIPE-DEPTH: 14.9 meters AH8447 AH8447 HISTORY - Date Condition Report By AH8447 HISTORY - 1992 MONUMENTED NGS AH8447 HISTORY - 20040505 GOOD NGS AH8447 AH8447 STATION DESCRIPTION AH8447 AH8447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8447'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8447'STATE HIGHWAY 60 IN THREE RIVERS, 46.7 M (153.2 FT) WEST OF THE AH8447'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE AH8447'CENTER OF GARBER ROAD, 2.2 M (7.2 FT) EAST OF A UTILITY POLE WITH 2 AH8447'GUY CABLES, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST. NOTE--ACCESS AH8447'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8447 AH8447 STATION RECOVERY (2004) AH8447 AH8447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR) AH8447'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8446 *********************************************************************** AH8446 DESIGNATION - F 344 AH8446 PID - AH8446 AH8446 STATE/COUNTY- MI/ST JOSEPH AH8446 USGS QUAD - THREE RIVERS WEST (1979) AH8446 AH8446 *CURRENT SURVEY CONTROL AH8446 ___________________________________________________________________ AH8446* NAD 83(1986)- 41 54 10. (N) 085 39 50. (W) SCALED AH8446* NAVD 88 - 277.894 (meters) 911.72 (feet) ADJUSTED AH8446 ___________________________________________________________________ AH8446 GEOID HEIGHT- -33.08 (meters) GEOID03 AH8446 DYNAMIC HT - 277.798 (meters) 911.41 (feet) COMP AH8446 MODELED GRAV- 980,270.1 (mgal) NAVD 88 AH8446 AH8446 VERT ORDER - FIRST CLASS II AH8446 AH8446.The horizontal coordinates were scaled from a topographic map and have AH8446.an estimated accuracy of +/- 6 seconds. AH8446 AH8446.The orthometric height was determined by differential leveling AH8446.and adjusted by the National Geodetic Survey in March 2005. AH8446.No vertical observational check was made to the station. AH8446 AH8446.The geoid height was determined by GEOID03. AH8446 AH8446.The dynamic height is computed by dividing the NAVD 88 AH8446.geopotential number by the normal gravity value computed on the AH8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8446.degrees latitude (g = 980.6199 gals.). AH8446 AH8446.The modeled gravity was interpolated from observed gravity values. AH8446 AH8446; North East Units Estimated Accuracy AH8446;SPC MI S - 45,570. 3,892,360. MT (+/- 180 meters Scaled) AH8446 AH8446 SUPERSEDED SURVEY CONTROL AH8446 AH8446.No superseded survey control is available for this station. AH8446 AH8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM108398(NAD 83) AH8446_MARKER: F = FLANGE-ENCASED ROD AH8446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8446_STAMPING: F 344 1992 AH8446_MARK LOGO: NGS AH8446_PROJECTION: FLUSH AH8446_MAGNETIC: N = NO MAGNETIC MATERIAL AH8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8446+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 AH8446_ROD/PIPE-DEPTH: 14.0 meters AH8446 AH8446 HISTORY - Date Condition Report By AH8446 HISTORY - 1992 MONUMENTED NGS AH8446 HISTORY - 20040505 GOOD NGS AH8446 AH8446 STATION DESCRIPTION AH8446 AH8446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8446'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8446'STATE HIGHWAY 60 IN THREE RIVERS, 70.0 M (229.7 FT) NORTH OF THE AH8446'CENTER OF THE INTERSECTION OF KING ROAD, 39.1 M (128.3 FT) NORTHWEST AH8446'OF THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) WEST OF THE CENTER AH8446'OF KING ROAD, 8.7 SOUTH OF A FIELD ENTRANCE GATE, 0.4 M (1.3 FT) ABOVE AH8446'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND AH8446'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8446 AH8446 STATION RECOVERY (2004) AH8446 AH8446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR) AH8446'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8440 *********************************************************************** AH8440 DESIGNATION - G 344 AH8440 PID - AH8440 AH8440 STATE/COUNTY- MI/ST JOSEPH AH8440 USGS QUAD - THREE RIVERS WEST (1979) AH8440 AH8440 *CURRENT SURVEY CONTROL AH8440 ___________________________________________________________________ AH8440* NAD 83(1986)- 41 56 59. (N) 085 38 05. (W) SCALED AH8440* NAVD 88 - 251.006 (meters) 823.51 (feet) ADJUSTED AH8440 ___________________________________________________________________ AH8440 GEOID HEIGHT- -33.05 (meters) GEOID03 AH8440 DYNAMIC HT - 250.921 (meters) 823.23 (feet) COMP AH8440 MODELED GRAV- 980,275.4 (mgal) NAVD 88 AH8440 AH8440 VERT ORDER - FIRST CLASS II AH8440 AH8440.The horizontal coordinates were scaled from a topographic map and have AH8440.an estimated accuracy of +/- 6 seconds. AH8440 AH8440.The orthometric height was determined by differential leveling AH8440.and adjusted by the National Geodetic Survey in March 2005. AH8440.No vertical observational check was made to the station. AH8440 AH8440.The geoid height was determined by GEOID03. AH8440 AH8440.The dynamic height is computed by dividing the NAVD 88 AH8440.geopotential number by the normal gravity value computed on the AH8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8440.degrees latitude (g = 980.6199 gals.). AH8440 AH8440.The modeled gravity was interpolated from observed gravity values. AH8440 AH8440; North East Units Estimated Accuracy AH8440;SPC MI S - 50,750. 3,894,860. MT (+/- 180 meters Scaled) AH8440 AH8440 SUPERSEDED SURVEY CONTROL AH8440 AH8440.No superseded survey control is available for this station. AH8440 AH8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131450(NAD 83) AH8440_MARKER: DV = VERTICAL CONTROL DISK AH8440_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS AH8440_SP_SET: CHURCH BUILDING FACE AH8440_STAMPING: G 344 1992 AH8440_MARK LOGO: NGS AH8440_MAGNETIC: N = NO MAGNETIC MATERIAL AH8440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH8440+STABILITY: POSITION/ELEVATION WELL AH8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8440+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8440 AH8440 HISTORY - Date Condition Report By AH8440 HISTORY - 1992 MONUMENTED NGS AH8440 HISTORY - 20010528 GOOD NGS AH8440 AH8440 STATION DESCRIPTION AH8440 AH8440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8440'IN THREE RIVERS, SET VERTICALLY IN THE NORTH FACE OF THE FIRST AH8440'PRESBYTERIAN CHURCH AT 320 NORTH MAIN STREET, 24.7 M (81.0 FT) WEST OF AH8440'THE CENTERLINE OF MAIN STREET, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF AH8440'BENNETT STREET, 8.4 M (27.6 FT) WEST OF THE NORTHEAST CORNER OF THE AH8440'CHURCH BELL TOWER, 3.0 M (9.8 FT) WEST OF THE WEST FACE OF THE BELL AH8440'TOWER, AND 1.5 M (4.9 FT) ABOVE GROUND SURFACE. AH8440 AH8440 STATION RECOVERY (2001) AH8440 AH8440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8440'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8441 *********************************************************************** AH8441 DESIGNATION - H 344 AH8441 PID - AH8441 AH8441 STATE/COUNTY- MI/ST JOSEPH AH8441 USGS QUAD - THREE RIVERS WEST (1979) AH8441 AH8441 *CURRENT SURVEY CONTROL AH8441 ___________________________________________________________________ AH8441* NAD 83(1986)- 41 56 44. (N) 085 38 15. (W) SCALED AH8441* NAVD 88 - 247.026 (meters) 810.45 (feet) ADJUSTED AH8441 ___________________________________________________________________ AH8441 GEOID HEIGHT- -33.05 (meters) GEOID03 AH8441 DYNAMIC HT - 246.942 (meters) 810.18 (feet) COMP AH8441 MODELED GRAV- 980,275.0 (mgal) NAVD 88 AH8441 AH8441 VERT ORDER - FIRST CLASS II AH8441 AH8441.The horizontal coordinates were scaled from a topographic map and have AH8441.an estimated accuracy of +/- 6 seconds. AH8441 AH8441.The orthometric height was determined by differential leveling AH8441.and adjusted by the National Geodetic Survey in March 2005. AH8441.No vertical observational check was made to the station. AH8441 AH8441.The geoid height was determined by GEOID03. AH8441 AH8441.The dynamic height is computed by dividing the NAVD 88 AH8441.geopotential number by the normal gravity value computed on the AH8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8441.degrees latitude (g = 980.6199 gals.). AH8441 AH8441.The modeled gravity was interpolated from observed gravity values. AH8441 AH8441; North East Units Estimated Accuracy AH8441;SPC MI S - 50,290. 3,894,620. MT (+/- 180 meters Scaled) AH8441 AH8441 SUPERSEDED SURVEY CONTROL AH8441 AH8441.No superseded survey control is available for this station. AH8441 AH8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129446(NAD 83) AH8441_MARKER: DV = VERTICAL CONTROL DISK AH8441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AH8441_SP_SET: BRIDGE ABUTMENT AH8441_STAMPING: H 344 1992 AH8441_MARK LOGO: NGS AH8441_MAGNETIC: N = NO MAGNETIC MATERIAL AH8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8441+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8441 AH8441 HISTORY - Date Condition Report By AH8441 HISTORY - 1992 MONUMENTED NGS AH8441 HISTORY - 20010528 GOOD NGS AH8441 AH8441 STATION DESCRIPTION AH8441 AH8441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8441'0.2 KM (0.10 MI) WESTERLY ALONG MOORE STREET FROM THE POST OFFICE IN AH8441'THREE RIVERS IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF AH8441'THE WEST CONCRETE ABUTMENT OF THE BRIDGE SPANNING ROCKY RIVER, 6.4 M AH8441'(21.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 1.0 M (3.3 FT) EAST AH8441'OF A STREET LIGHT POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AH8441'STREET. AH8441 AH8441 STATION RECOVERY (2001) AH8441 AH8441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8441'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8442 *********************************************************************** AH8442 DESIGNATION - J 344 AH8442 PID - AH8442 AH8442 STATE/COUNTY- MI/ST JOSEPH AH8442 USGS QUAD - THREE RIVERS WEST (1979) AH8442 AH8442 *CURRENT SURVEY CONTROL AH8442 ___________________________________________________________________ AH8442* NAD 83(1986)- 41 56 32. (N) 085 38 58. (W) SCALED AH8442* NAVD 88 - 250.147 (meters) 820.69 (feet) ADJUSTED AH8442 ___________________________________________________________________ AH8442 GEOID HEIGHT- -33.05 (meters) GEOID03 AH8442 DYNAMIC HT - 250.062 (meters) 820.41 (feet) COMP AH8442 MODELED GRAV- 980,274.5 (mgal) NAVD 88 AH8442 AH8442 VERT ORDER - FIRST CLASS II AH8442 AH8442.The horizontal coordinates were scaled from a topographic map and have AH8442.an estimated accuracy of +/- 6 seconds. AH8442 AH8442.The orthometric height was determined by differential leveling AH8442.and adjusted by the National Geodetic Survey in March 2005. AH8442.No vertical observational check was made to the station. AH8442 AH8442.The geoid height was determined by GEOID03. AH8442 AH8442.The dynamic height is computed by dividing the NAVD 88 AH8442.geopotential number by the normal gravity value computed on the AH8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8442.degrees latitude (g = 980.6199 gals.). AH8442 AH8442.The modeled gravity was interpolated from observed gravity values. AH8442 AH8442; North East Units Estimated Accuracy AH8442;SPC MI S - 49,930. 3,893,630. MT (+/- 180 meters Scaled) AH8442 AH8442 SUPERSEDED SURVEY CONTROL AH8442 AH8442.No superseded survey control is available for this station. AH8442 AH8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM119442(NAD 83) AH8442_MARKER: F = FLANGE-ENCASED ROD AH8442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8442_STAMPING: J 344 1992 AH8442_MARK LOGO: NGS AH8442_PROJECTION: FLUSH AH8442_MAGNETIC: N = NO MAGNETIC MATERIAL AH8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8442+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8442_ROD/PIPE-DEPTH: 25.0 meters AH8442 AH8442 HISTORY - Date Condition Report By AH8442 HISTORY - 1992 MONUMENTED NGS AH8442 HISTORY - 20010529 GOOD NGS AH8442 AH8442 STATION DESCRIPTION AH8442 AH8442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8442'IN THREE RIVERS, AT THE INTERSECTION OF WEST MICHIGAN AVENUE AND DAY AH8442'STREET, 18.3 M (60.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE AH8442'AVENUE, 7.5 M (24.6 FT) WEST OF THE CENTER OF THE STREET, 1.1 M (3.6 AH8442'FT) NORTH OF UTILITY POLE NUMBER S 298-60, AND 0.9 M (3.0 FT) WEST OF AH8442'A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH AH8442'LOGO CAP. AH8442 AH8442 STATION RECOVERY (2001) AH8442 AH8442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8442'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8445 *********************************************************************** AH8445 DESIGNATION - K 344 AH8445 PID - AH8445 AH8445 STATE/COUNTY- MI/ST JOSEPH AH8445 USGS QUAD - THREE RIVERS WEST (1979) AH8445 AH8445 *CURRENT SURVEY CONTROL AH8445 ___________________________________________________________________ AH8445* NAD 83(1986)- 41 55 05. (N) 085 39 13. (W) SCALED AH8445* NAVD 88 - 249.354 (meters) 818.09 (feet) ADJUSTED AH8445 ___________________________________________________________________ AH8445 GEOID HEIGHT- -33.07 (meters) GEOID03 AH8445 DYNAMIC HT - 249.268 (meters) 817.81 (feet) COMP AH8445 MODELED GRAV- 980,272.0 (mgal) NAVD 88 AH8445 AH8445 VERT ORDER - FIRST CLASS II AH8445 AH8445.The horizontal coordinates were scaled from a topographic map and have AH8445.an estimated accuracy of +/- 6 seconds. AH8445 AH8445.The orthometric height was determined by differential leveling AH8445.and adjusted by the National Geodetic Survey in March 2005. AH8445.No vertical observational check was made to the station. AH8445 AH8445.The geoid height was determined by GEOID03. AH8445 AH8445.The dynamic height is computed by dividing the NAVD 88 AH8445.geopotential number by the normal gravity value computed on the AH8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8445.degrees latitude (g = 980.6199 gals.). AH8445 AH8445.The modeled gravity was interpolated from observed gravity values. AH8445 AH8445; North East Units Estimated Accuracy AH8445;SPC MI S - 47,250. 3,893,240. MT (+/- 180 meters Scaled) AH8445 AH8445 SUPERSEDED SURVEY CONTROL AH8445 AH8445.No superseded survey control is available for this station. AH8445 AH8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM116415(NAD 83) AH8445_MARKER: F = FLANGE-ENCASED ROD AH8445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8445_STAMPING: K 344 1992 AH8445_MARK LOGO: NGS AH8445_PROJECTION: FLUSH AH8445_MAGNETIC: N = NO MAGNETIC MATERIAL AH8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8445+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001 AH8445_ROD/PIPE-DEPTH: 20.1 meters AH8445 AH8445 HISTORY - Date Condition Report By AH8445 HISTORY - 1992 MONUMENTED NGS AH8445 HISTORY - 20010529 GOOD NGS AH8445 AH8445 STATION DESCRIPTION AH8445 AH8445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8445'2.8 KM (1.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUCTION OF AH8445'STATE HIGHWAY 60 IN THREE RIVERS, 67.6 M (221.8 FT) WEST OF THE AH8445'CENTERLINE OF THE HIGHWAY, 16.8 M (55.1 FT) NORTH OF THE CENTER OF AH8445'GLEASON ROAD, 10.1 M (33.1 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER S AH8445'346-50, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) AH8445'SOUTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM AH8445'POINT IS THROUGH A 5-INCH LOGO CAP. AH8445 AH8445 STATION RECOVERY (2001) AH8445 AH8445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8445'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8439 *********************************************************************** AH8439 DESIGNATION - L 344 AH8439 PID - AH8439 AH8439 STATE/COUNTY- MI/ST JOSEPH AH8439 USGS QUAD - THREE RIVERS WEST (1979) AH8439 AH8439 *CURRENT SURVEY CONTROL AH8439 ___________________________________________________________________ AH8439* NAD 83(1986)- 41 57 35. (N) 085 38 04. (W) SCALED AH8439* NAVD 88 - 250.735 (meters) 822.62 (feet) ADJUSTED AH8439 ___________________________________________________________________ AH8439 GEOID HEIGHT- -33.04 (meters) GEOID03 AH8439 DYNAMIC HT - 250.650 (meters) 822.34 (feet) COMP AH8439 MODELED GRAV- 980,276.5 (mgal) NAVD 88 AH8439 AH8439 VERT ORDER - FIRST CLASS II AH8439 AH8439.The horizontal coordinates were scaled from a topographic map and have AH8439.an estimated accuracy of +/- 6 seconds. AH8439 AH8439.The orthometric height was determined by differential leveling AH8439.and adjusted by the National Geodetic Survey in March 2005. AH8439.No vertical observational check was made to the station. AH8439 AH8439.The geoid height was determined by GEOID03. AH8439 AH8439.The dynamic height is computed by dividing the NAVD 88 AH8439.geopotential number by the normal gravity value computed on the AH8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8439.degrees latitude (g = 980.6199 gals.). AH8439 AH8439.The modeled gravity was interpolated from observed gravity values. AH8439 AH8439; North East Units Estimated Accuracy AH8439;SPC MI S - 51,860. 3,894,900. MT (+/- 180 meters Scaled) AH8439 AH8439 SUPERSEDED SURVEY CONTROL AH8439 AH8439.No superseded survey control is available for this station. AH8439 AH8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131462(NAD 83) AH8439_MARKER: F = FLANGE-ENCASED ROD AH8439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8439_STAMPING: L 344 1992 AH8439_MARK LOGO: NGS AH8439_PROJECTION: FLUSH AH8439_MAGNETIC: N = NO MAGNETIC MATERIAL AH8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8439+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8439_ROD/PIPE-DEPTH: 22.3 meters AH8439 AH8439 HISTORY - Date Condition Report By AH8439 HISTORY - 1992 MONUMENTED NGS AH8439 HISTORY - 20010528 GOOD NGS AH8439 AH8439 STATION DESCRIPTION AH8439 AH8439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8439'IN THREE RIVERS, AT THE INTERSECTION OF NORTH MAIN AND BURKE STREETS, AH8439'13.7 M (44.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF NORTH MAIN AH8439'STREET, 5.7 M (18.7 FT) NORTH OF THE CENTER OF BURKE STREET, 1.2 M AH8439'(3.9 FT) NORTH OF UTILITY POLE NUMBER S 275-195, AND 0.6 M (2.0 FT) AH8439'SOUTH OF A WITNESS POST. NOTE-- ACCESS TO THE DATUM POINT IS THROUGH AH8439'A 5-INCH LOGO CAP. AH8439 AH8439 STATION RECOVERY (2001) AH8439 AH8439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8439'RECOVERED IN GOOD CONDITION. NOTE-- THERE IS ONE ADDITION---THE AH8439'FLIP LID COVERING THE ROD HAS BEEN HIT BY A LAWN MOWER AT SOME TIME AH8439'AND IS MARRED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8438 *********************************************************************** AH8438 DESIGNATION - M 344 AH8438 PID - AH8438 AH8438 STATE/COUNTY- MI/ST JOSEPH AH8438 USGS QUAD - THREE RIVERS WEST (1979) AH8438 AH8438 *CURRENT SURVEY CONTROL AH8438 ___________________________________________________________________ AH8438* NAD 83(1986)- 41 58 13. (N) 085 38 04. (W) SCALED AH8438* NAVD 88 - 250.264 (meters) 821.07 (feet) ADJUSTED AH8438 ___________________________________________________________________ AH8438 GEOID HEIGHT- -33.03 (meters) GEOID03 AH8438 DYNAMIC HT - 250.180 (meters) 820.80 (feet) COMP AH8438 MODELED GRAV- 980,277.7 (mgal) NAVD 88 AH8438 AH8438 VERT ORDER - FIRST CLASS II AH8438 AH8438.The horizontal coordinates were scaled from a topographic map and have AH8438.an estimated accuracy of +/- 6 seconds. AH8438 AH8438.The orthometric height was determined by differential leveling AH8438.and adjusted by the National Geodetic Survey in March 2005. AH8438.No vertical observational check was made to the station. AH8438 AH8438.The geoid height was determined by GEOID03. AH8438 AH8438.The dynamic height is computed by dividing the NAVD 88 AH8438.geopotential number by the normal gravity value computed on the AH8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8438.degrees latitude (g = 980.6199 gals.). AH8438 AH8438.The modeled gravity was interpolated from observed gravity values. AH8438 AH8438; North East Units Estimated Accuracy AH8438;SPC MI S - 53,030. 3,894,920. MT (+/- 180 meters Scaled) AH8438 AH8438 SUPERSEDED SURVEY CONTROL AH8438 AH8438.No superseded survey control is available for this station. AH8438 AH8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131473(NAD 83) AH8438_MARKER: F = FLANGE-ENCASED ROD AH8438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8438_STAMPING: M 344 1992 AH8438_MARK LOGO: NGS AH8438_PROJECTION: FLUSH AH8438_MAGNETIC: N = NO MAGNETIC MATERIAL AH8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8438+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8438_ROD/PIPE-DEPTH: 27.3 meters AH8438 AH8438 HISTORY - Date Condition Report By AH8438 HISTORY - 1992 MONUMENTED NGS AH8438 HISTORY - 20010528 GOOD NGS AH8438 AH8438 STATION DESCRIPTION AH8438 AH8438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8438'2.7 KM (1.65 MI) NORTHERLY ALONG MAIN STREET (U.S. HIGHWAY 131 AH8438'BUSINESS) FROM THE POST OFFICE IN THREE RIVERS, 46.8 M (153.5 FT) EAST AH8438'OF THE CENTERLINE OF THE HIGHWAY, 43.0 M (141.1 FT) NORTH OF NORTHEAST AH8438'CORNER OF FRANKIES BAR AND GRILL, 4.5 M (14.8 FT) WEST-NORTHWEST OF AH8438'THE NEAR RAIL OF THE CONRAIL RAILROAD, 1.5 M (4.9 FT) NORTH-NORTHWEST AH8438'OF A RAILROAD SIGNAL LIGHT, 1.5 M (4.9 FT) SOUTHEAST OF UTILITY POLE AH8438'NUMBER S 251-153, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND AH8438'0.3 NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS AH8438'THROUGH A 5-INCH LOGO CAP. AH8438 AH8438 STATION RECOVERY (2001) AH8438 AH8438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8438'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8437 *********************************************************************** AH8437 DESIGNATION - N 344 AH8437 PID - AH8437 AH8437 STATE/COUNTY- MI/ST JOSEPH AH8437 USGS QUAD - THREE RIVERS WEST (1979) AH8437 AH8437 *CURRENT SURVEY CONTROL AH8437 ___________________________________________________________________ AH8437* NAD 83(1986)- 41 41 46. (N) 085 37 59. (W) SCALED AH8437* NAVD 88 - 251.330 (meters) 824.57 (feet) ADJUSTED AH8437 ___________________________________________________________________ AH8437 GEOID HEIGHT- -33.26 (meters) GEOID03 AH8437 DYNAMIC HT - 251.246 (meters) 824.30 (feet) COMP AH8437 MODELED GRAV- 980,280.6 (mgal) NAVD 88 AH8437 AH8437 VERT ORDER - FIRST CLASS II AH8437 AH8437.The horizontal coordinates were scaled from a topographic map and have AH8437.an estimated accuracy of +/- 6 seconds. AH8437 AH8437.The orthometric height was determined by differential leveling AH8437.and adjusted by the National Geodetic Survey in March 2005. AH8437.No vertical observational check was made to the station. AH8437 AH8437.The geoid height was determined by GEOID03. AH8437 AH8437.The dynamic height is computed by dividing the NAVD 88 AH8437.geopotential number by the normal gravity value computed on the AH8437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8437.degrees latitude (g = 980.6199 gals.). AH8437 AH8437.The modeled gravity was interpolated from observed gravity values. AH8437 AH8437; North East Units Estimated Accuracy AH8437;SPC MI S - 22,580. 3,894,570. MT (+/- 180 meters Scaled) AH8437 AH8437 SUPERSEDED SURVEY CONTROL AH8437 AH8437.No superseded survey control is available for this station. AH8437 AH8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM137169(NAD 83) AH8437_MARKER: F = FLANGE-ENCASED ROD AH8437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH8437_STAMPING: N 344 1992 AH8437_MARK LOGO: NGS AH8437_PROJECTION: FLUSH AH8437_MAGNETIC: N = NO MAGNETIC MATERIAL AH8437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8437+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8437_ROD/PIPE-DEPTH: 23.5 meters AH8437_SLEEVE-DEPTH : 0.90 meters AH8437 AH8437 HISTORY - Date Condition Report By AH8437 HISTORY - 1992 MONUMENTED NGS AH8437 HISTORY - 20010528 GOOD NGS AH8437 AH8437 STATION DESCRIPTION AH8437 AH8437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8437'6.6 KM (4.10 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8437'U.S. HIGHWAY 60 IN THREE RIVERS, 0.25 KM (0.15 MI) SOUTH OF THE AH8437'INTERSECTION OF HEIMBACH ROAD, 23.1 M (75.8 FT) EAST OF THE CENTERLINE AH8437'OF THE NORTHBOUND LANE OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF THE AH8437'NEAR RAIL OF THE CONRAIL RAILROAD, 1.4 M (4.6 FT) NORTH OF UTILITY AH8437'POLE NUMBER S 227-128, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AH8437'AND 0.6 M (2.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM AH8437'POINT IS THROUGH A 5-INCH LOGO CAP, THE SLEEVE DEPTH DOES NOT MEET THE AH8437'SPECIFICATIONS FOR A CLASS A MARK. AH8437 AH8437 STATION RECOVERY (2001) AH8437 AH8437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8437'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8436 *********************************************************************** AH8436 DESIGNATION - P 344 AH8436 PID - AH8436 AH8436 STATE/COUNTY- MI/ST JOSEPH AH8436 USGS QUAD - SCHOOLCRAFT (1979) AH8436 AH8436 *CURRENT SURVEY CONTROL AH8436 ___________________________________________________________________ AH8436* NAD 83(1986)- 42 00 47. (N) 085 38 00. (W) SCALED AH8436* NAVD 88 - 253.510 (meters) 831.72 (feet) ADJUSTED AH8436 ___________________________________________________________________ AH8436 GEOID HEIGHT- -33.00 (meters) GEOID03 AH8436 DYNAMIC HT - 253.424 (meters) 831.44 (feet) COMP AH8436 MODELED GRAV- 980,277.3 (mgal) NAVD 88 AH8436 AH8436 VERT ORDER - FIRST CLASS II AH8436 AH8436.The horizontal coordinates were scaled from a topographic map and have AH8436.an estimated accuracy of +/- 6 seconds. AH8436 AH8436.The orthometric height was determined by differential leveling AH8436.and adjusted by the National Geodetic Survey in March 2005. AH8436.No vertical observational check was made to the station. AH8436 AH8436.The geoid height was determined by GEOID03. AH8436 AH8436.The dynamic height is computed by dividing the NAVD 88 AH8436.geopotential number by the normal gravity value computed on the AH8436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8436.degrees latitude (g = 980.6199 gals.). AH8436 AH8436.The modeled gravity was interpolated from observed gravity values. AH8436 AH8436; North East Units Estimated Accuracy AH8436;SPC MI S - 57,780. 3,895,080. MT (+/- 180 meters Scaled) AH8436 AH8436 SUPERSEDED SURVEY CONTROL AH8436 AH8436.No superseded survey control is available for this station. AH8436 AH8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131521(NAD 83) AH8436_MARKER: F = FLANGE-ENCASED ROD AH8436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8436_STAMPING: P 344 1992 AH8436_MARK LOGO: NGS AH8436_PROJECTION: FLUSH AH8436_MAGNETIC: N = NO MAGNETIC MATERIAL AH8436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8436+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8436_ROD/PIPE-DEPTH: 25.0 meters AH8436 AH8436 HISTORY - Date Condition Report By AH8436 HISTORY - 1992 MONUMENTED NGS AH8436 HISTORY - 20010528 GOOD NGS AH8436 AH8436 STATION DESCRIPTION AH8436 AH8436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8436'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8436'U.S. HIGHWAY 60 IN THREE RIVERS, AT MOORE PARK, 20.6 M (67.6 FT) EAST AH8436'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.7 M (51.5 AH8436'FT) WEST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 11.6 M (38.1 FT) AH8436'NORTH OF THE CENTERLONE OF BBURLEW ROAD, 2.2 M (7.2 FT) NORTHWEST OF AH8436'UTILITY POLE NUMBER S 179-119, 1.6 M (5.2 FT) NORTH-NORTHWEST OF THE AH8436'SOUTH END OF A FENCE, 1.3 M (4.3 FT) SOUTH OF A UTILITY POLE, 0.5 M AH8436'(1.6 FT) WEST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW AH8436'THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH AH8436'A 5-INCH LOGO CAP AH8436 AH8436 STATION RECOVERY (2001) AH8436 AH8436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8436'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8432 *********************************************************************** AH8432 DESIGNATION - Q 344 AH8432 PID - AH8432 AH8432 STATE/COUNTY- MI/ST JOSEPH AH8432 USGS QUAD - SCHOOLCRAFT (1979) AH8432 AH8432 *CURRENT SURVEY CONTROL AH8432 ___________________________________________________________________ AH8432* NAD 83(1986)- 42 02 59. (N) 085 38 05. (W) SCALED AH8432* NAVD 88 - 257.666 (meters) 845.36 (feet) ADJUSTED AH8432 ___________________________________________________________________ AH8432 GEOID HEIGHT- -32.97 (meters) GEOID03 AH8432 DYNAMIC HT - 257.580 (meters) 845.08 (feet) COMP AH8432 MODELED GRAV- 980,281.2 (mgal) NAVD 88 AH8432 AH8432 VERT ORDER - FIRST CLASS II AH8432 AH8432.The horizontal coordinates were scaled from a topographic map and have AH8432.an estimated accuracy of +/- 6 seconds. AH8432 AH8432.The orthometric height was determined by differential leveling AH8432.and adjusted by the National Geodetic Survey in March 2005. AH8432 AH8432.The geoid height was determined by GEOID03. AH8432 AH8432.The dynamic height is computed by dividing the NAVD 88 AH8432.geopotential number by the normal gravity value computed on the AH8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8432.degrees latitude (g = 980.6199 gals.). AH8432 AH8432.The modeled gravity was interpolated from observed gravity values. AH8432 AH8432; North East Units Estimated Accuracy AH8432;SPC MI S - 61,850. 3,895,030. MT (+/- 180 meters Scaled) AH8432 AH8432 SUPERSEDED SURVEY CONTROL AH8432 AH8432.No superseded survey control is available for this station. AH8432 AH8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129561(NAD 83) AH8432_MARKER: F = FLANGE-ENCASED ROD AH8432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8432_STAMPING: Q 344 1992 AH8432_MARK LOGO: NGS AH8432_PROJECTION: FLUSH AH8432_MAGNETIC: N = NO MAGNETIC MATERIAL AH8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8432+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8432_ROD/PIPE-DEPTH: 27.5 meters AH8432 AH8432 HISTORY - Date Condition Report By AH8432 HISTORY - 1992 MONUMENTED NGS AH8432 HISTORY - 20010528 GOOD NGS AH8432 AH8432 STATION DESCRIPTION AH8432 AH8432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8432'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8432'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8432'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 131, 100.4 M (329.4 FT) AH8432'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.9 M AH8432'(52.2 FT) NORTH OF THE CENTER OF COTHERMAN LAKE ROAD, 9.5 M (31.2 FT) AH8432'WEST OF AND LEVEL WITH THE NEAR RAIL OF THE CONRAIL RAILROAD, 1.4 M AH8432'(4.6 FT) NORTH OF UTILITY POLE NUMBER S 131-73, AND 0.6 M (2.0 FT) AH8432'SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AH8432'5-INCH LOGO CAP. AH8432 AH8432 STATION RECOVERY (2001) AH8432 AH8432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8432'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8452 *********************************************************************** AH8452 DESIGNATION - Z 333 AH8452 PID - AH8452 AH8452 STATE/COUNTY- MI/ST JOSEPH AH8452 USGS QUAD - CONSTANTINE (1972) AH8452 AH8452 *CURRENT SURVEY CONTROL AH8452 ___________________________________________________________________ AH8452* NAD 83(1986)- 41 48 32. (N) 085 39 41. (W) SCALED AH8452* NAVD 88 - 248.213 (meters) 814.35 (feet) ADJUSTED AH8452 ___________________________________________________________________ AH8452 GEOID HEIGHT- -33.17 (meters) GEOID03 AH8452 DYNAMIC HT - 248.124 (meters) 814.05 (feet) COMP AH8452 MODELED GRAV- 980,259.0 (mgal) NAVD 88 AH8452 AH8452 VERT ORDER - FIRST CLASS II AH8452 AH8452.The horizontal coordinates were scaled from a topographic map and have AH8452.an estimated accuracy of +/- 6 seconds. AH8452 AH8452.The orthometric height was determined by differential leveling AH8452.and adjusted by the National Geodetic Survey in March 2005. AH8452.No vertical observational check was made to the station. AH8452 AH8452.The geoid height was determined by GEOID03. AH8452 AH8452.The dynamic height is computed by dividing the NAVD 88 AH8452.geopotential number by the normal gravity value computed on the AH8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8452.degrees latitude (g = 980.6199 gals.). AH8452 AH8452.The modeled gravity was interpolated from observed gravity values. AH8452 AH8452; North East Units Estimated Accuracy AH8452;SPC MI S - 35,140. 3,892,410. MT (+/- 180 meters Scaled) AH8452 AH8452 SUPERSEDED SURVEY CONTROL AH8452 AH8452.No superseded survey control is available for this station. AH8452 AH8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM111294(NAD 83) AH8452_MARKER: F = FLANGE-ENCASED ROD AH8452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8452_STAMPING: Z 333 1992 AH8452_MARK LOGO: NGS AH8452_PROJECTION: FLUSH AH8452_MAGNETIC: N = NO MAGNETIC MATERIAL AH8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8452+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003 AH8452_ROD/PIPE-DEPTH: 25.0 meters AH8452 AH8452 HISTORY - Date Condition Report By AH8452 HISTORY - 1992 MONUMENTED NGS AH8452 HISTORY - 20010529 GOOD NGS AH8452 HISTORY - 20030512 GOOD NGS AH8452 AH8452 STATION DESCRIPTION AH8452 AH8452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8452'1.3 KM (0.80 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF AH8452'U.S. HIGHWAY 12 AT WHITE PIGEON, 108.0 M (354.3 FT) EAST OF THE AH8452'CENTERLINE OF THE HIGHWAY, 13.9 M (45.6 FT) NORTHWEST OF THE CENTER OF AH8452'THE EAST GATE OF A CHAIN-LINK FENCE SURROUNDING THE SUB STATION, 11.7 AH8452'M (38.4 FT) NORTHEAST OF THE CENTER OF THE WEST GATE OF THE SUB AH8452'STATION FENCE, 9.4 M (30.8 FT) SOUTH OF AND LEVEL WITH THE CENTER OF AH8452'DICKENSON ROAD, 7.7 M (25.3 FT) EAST-SOUTHEAST OF THE EAST END OF A AH8452'CULVERT, 1.9 M (6.2 FT) WEST OF UTILITY POLE NUMBER S-539-324, AND 0.6 AH8452'M (2.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS AH8452'THROUGH A 5-INCH LOGO CAP. AH8452 AH8452 STATION RECOVERY (2001) AH8452 AH8452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8452'RECOVERED AS DESCRIBED. AH8452 AH8452 STATION RECOVERY (2003) AH8452 AH8452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) AH8452'RECOVERED AS DESCRIBED.