1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AE5262 *********************************************************************** AE5262 DESIGNATION - A 330 RESET AE5262 PID - AE5262 AE5262 STATE/COUNTY- MI/BERRIEN AE5262 USGS QUAD - NEW BUFFALO EAST (1970) AE5262 AE5262 *CURRENT SURVEY CONTROL AE5262 ___________________________________________________________________ AE5262* NAD 83(1986)- 41 47 35. (N) 086 44 50. (W) SCALED AE5262* NAVD 88 - 189.59 (meters) 622.0 (feet) RESET AE5262 ___________________________________________________________________ AE5262 GEOID HEIGHT- -33.88 (meters) GEOID99 AE5262 AE5262 VERT ORDER - THIRD AE5262 AE5262.The horizontal coordinates were scaled from a topographic map and have AE5262.an estimated accuracy of +/- 6 seconds. AE5262 AE5262.The orthometric height was computed from unverified reset data. AE5262 AE5262.The geoid height was determined by GEOID99. AE5262 AE5262; North East Units Estimated Accuracy AE5262;SPC MI S - 35,350. 3,802,140. MT (+/- 180 meters Scaled) AE5262 AE5262 SUPERSEDED SURVEY CONTROL AE5262 AE5262.No superseded survey control is available for this station. AE5262 AE5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM210268(NAD 83) AE5262_MARKER: DV = VERTICAL CONTROL DISK AE5262_SETTING: 34 = POST OFFICE FOUNDATION AE5262_STAMPING: A 330 RESET 1997 AE5262_MARK LOGO: NGS AE5262_MAGNETIC: N = NO MAGNETIC MATERIAL AE5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE5262+STABILITY: SURFACE MOTION AE5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE5262+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE5262 AE5262 HISTORY - Date Condition Report By AE5262 HISTORY - 1997 MONUMENTED NGS AE5262 AE5262 STATION DESCRIPTION AE5262 AE5262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RLR) AE5262'STATION IS LOCATED IN QUAD. 410864. IT IS IN THE TOWN OF NEW AE5262'BUFFALO, AT THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, (ZIP AE5262'49117), WHICH IS LOCATED AT THE CORNER OF BUFFALO ST AND MAYHEW ST. AE5262'DISK IS CEMENTED IN A DRILL HOLE ATOP THE EXTENTION OF THE CONCRETE AE5262'FOUNDATION WALL OF THE WEST WALL OF THE LOADING DOCK BY THE RAMP GOING AE5262'ONTO THE LOADING DOCK, 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF AE5262'MAYHEW ST, 14.6 FT (4.5 M) SOUTH OF THE SOUTH FACE OF THE WALL OF THE AE5262'MAIN PART OF THE POST OFFICE BUILDING AND 5.6 FT (1.7 M) WEST OF THE AE5262'SOUTHWEST CORNER OF THE LOADING DOCK FOR THE POST OFFICE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 NG0061 *********************************************************************** NG0061 DESIGNATION - C 24 RESET NG0061 PID - NG0061 NG0061 STATE/COUNTY- MI/BERRIEN NG0061 USGS QUAD - BENTON HARBOR (1980) NG0061 NG0061 *CURRENT SURVEY CONTROL NG0061 ___________________________________________________________________ NG0061* NAD 83(1986)- 42 07 10. (N) 086 27 14. (W) SCALED NG0061* NAVD 88 - 179.22 (meters) 588.0 (feet) RESET NG0061 ___________________________________________________________________ NG0061 GEOID HEIGHT- -33.78 (meters) GEOID99 NG0061 NG0061 VERT ORDER - THIRD NG0061 NG0061.The horizontal coordinates were scaled from a topographic map and have NG0061.an estimated accuracy of +/- 6 seconds. NG0061 NG0061.The orthometric height was computed from unverified reset data. NG0061 NG0061.The geoid height was determined by GEOID99. NG0061 NG0061; North East Units Estimated Accuracy NG0061;SPC MI S - 70,950. 3,827,410. MT (+/- 180 meters Scaled) NG0061 NG0061 SUPERSEDED SURVEY CONTROL NG0061 NG0061 NGVD 29 - 179.37 (m) 588.5 (f) RESET 3 NG0061 NG0061.Superseded values are not recommended for survey control. NG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NG0061.See file dsdata.txt to determine how the superseded data were derived. NG0061 NG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM451631(NAD 83) NG0061_MARKER: DB = BENCH MARK DISK NG0061_SETTING: 30 = SIGNAL BASE NG0061_STAMPING: C 24 RESET 1974 NG0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NG0061 NG0061 HISTORY - Date Condition Report By NG0061 HISTORY - 1974 MONUMENTED NGS NG0061 HISTORY - 1985 MARK NOT FOUND NGS NG0061 NG0061 STATION DESCRIPTION NG0061 NG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 NG0061'AT BENTON HARBOR. NG0061'A STANDARD DISK STAMPED C 24 RESET 1974, SET IN A DRILL HOLE NG0061'IN THE TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF A NG0061'RAILROAD CROSSING SIGNAL, 30 FEET NORTHEAST OF THE CENTERLINE NG0061'OF NORTH SHORE ST., 76 FEET SOUTHEAST OF THE INTERSECTION OF NG0061'NORTH SHORE AND GRAHAM STREETS, 13 FEET SOUTH OF THE SOUTH RAIL NG0061'OF THE NYC RAILROAD AND 52 FEET SOUTH OF THE SOUTH RAIL OF THE NG0061'C AND O RAILROAD. NG0061 NG0061 STATION RECOVERY (1985) NG0061 NG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 NG0061'THE SIGNAL HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AI9608 *********************************************************************** AI9608 DESIGNATION - J 118 RESET AI9608 PID - AI9608 AI9608 STATE/COUNTY- MI/BERRIEN AI9608 USGS QUAD - NEW BUFFALO EAST (1970) AI9608 AI9608 *CURRENT SURVEY CONTROL AI9608 ___________________________________________________________________ AI9608* NAD 83(1986)- 41 48 09. (N) 086 42 44. (W) SCALED AI9608* NAVD 88 - 193.11 (meters) 633.6 (feet) RESET AI9608 ___________________________________________________________________ AI9608 GEOID HEIGHT- -33.88 (meters) GEOID99 AI9608 AI9608 VERT ORDER - THIRD AI9608 AI9608.The horizontal coordinates were scaled from a topographic map and have AI9608.an estimated accuracy of +/- 6 seconds. AI9608 AI9608.The orthometric height was computed from unverified reset data. AI9608.No vertical observational check was made to the station. AI9608 AI9608.The geoid height was determined by GEOID99. AI9608 AI9608; North East Units Estimated Accuracy AI9608;SPC MI S - 36,320. 3,805,080. MT (+/- 180 meters Scaled) AI9608 AI9608 SUPERSEDED SURVEY CONTROL AI9608 AI9608.No superseded survey control is available for this station. AI9608 AI9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM239278(NAD 83) AI9608_MARKER: DV = VERTICAL CONTROL DISK AI9608_SETTING: 36 = BRIDGE STRUCTURE FOOTING AI9608_STAMPING: J 118 RESET 2000 AI9608_MARK LOGO: NGS AI9608_MAGNETIC: N = NO MAGNETIC MATERIAL AI9608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AI9608+SATELLITE: SATELLITE OBSERVATIONS - 2000 AI9608 AI9608 HISTORY - Date Condition Report By AI9608 HISTORY - 2000 MONUMENTED NGS AI9608 AI9608 STATION DESCRIPTION AI9608 AI9608'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RLR) AI9608'IN NEW BUFFALO, AT THE INTERSECTION OF THE CSX RAILROAD AND AMTRAK AI9608'RAILROADS. MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER AI9608'OF THE SOUTHWEST CONCRETE BASE FOR THE SOUTHWEST STEEL BRIDGE SUPPORT AI9608'POST. IT IS 25.4 FEET (7.7 M) BELOW THE CSX TRACK AND ABOUT 1.0 FEET AI9608'(0.3 M) ABOVE THE AMTRAK TRACK. 19.7 FEET (6.0 M) SOUTH FROM THE AI9608'SOUTH RAIL OF THE AMTRAK TRACK, 1.0 FT (0.3 M) SOUTH OF A CARSONITE AI9608'WITNESS POST AND 1.0 FT (0.3 M) NORTH-NORTHWEST OF THE STEEL BRIDGE AI9608'SUPPORT POST.