1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8424 *********************************************************************** AH8424 DESIGNATION - 39101 AH8424 PID - AH8424 AH8424 STATE/COUNTY- MI/KALAMAZOO AH8424 USGS QUAD - SCHOOLCRAFT NW (1979) AH8424 AH8424 *CURRENT SURVEY CONTROL AH8424 ___________________________________________________________________ AH8424* NAD 83(1986)- 42 08 34. (N) 085 38 17. (W) SCALED AH8424* NAVD 88 - 270.028 (meters) 885.92 (feet) ADJUSTED AH8424 ___________________________________________________________________ AH8424 GEOID HEIGHT- -32.93 (meters) GEOID03 AH8424 DYNAMIC HT - 269.941 (meters) 885.63 (feet) COMP AH8424 MODELED GRAV- 980,291.1 (mgal) NAVD 88 AH8424 AH8424 VERT ORDER - FIRST CLASS II AH8424 AH8424.The horizontal coordinates were scaled from a topographic map and have AH8424.an estimated accuracy of +/- 6 seconds. AH8424 AH8424.The orthometric height was determined by differential leveling AH8424.and adjusted by the National Geodetic Survey in March 2005. AH8424 AH8424.The geoid height was determined by GEOID03. AH8424 AH8424.The dynamic height is computed by dividing the NAVD 88 AH8424.geopotential number by the normal gravity value computed on the AH8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8424.degrees latitude (g = 980.6199 gals.). AH8424 AH8424.The modeled gravity was interpolated from observed gravity values. AH8424 AH8424; North East Units Estimated Accuracy AH8424;SPC MI S - 72,190. 3,894,910. MT (+/- 180 meters Scaled) AH8424 AH8424 SUPERSEDED SURVEY CONTROL AH8424 AH8424.No superseded survey control is available for this station. AH8424 AH8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125665(NAD 83) AH8424_MARKER: DS = TRIANGULATION STATION DISK AH8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8424_STAMPING: 39101 1980 AH8424_MARK LOGO: MIDT AH8424_MAGNETIC: N = NO MAGNETIC MATERIAL AH8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8424+STABILITY: SURFACE MOTION AH8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8424+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8424 AH8424 HISTORY - Date Condition Report By AH8424 HISTORY - 1980 MONUMENTED MIDT AH8424 HISTORY - 19930106 GOOD NGS AH8424 HISTORY - 20010528 GOOD NGS AH8424 AH8424 STATION DESCRIPTION AH8424 AH8424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8424'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8424'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8424'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 39.8 M (130.6 FT) AH8424'SOUTH OF THE CENTERLINE OF U AVENUE, 27.7 M (90.9 FT) WEST OF THE AH8424'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT) AH8424'NORTHWEST OF THE NORTHWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER AH8424'12704, 17.1 NORTH-NORTHWEST OF 39101 REFERENCE MARK 2, 16.1 M (52.8 AH8424'FT) NORTHEAST OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 13.6 M AH8424'(44.6 FT) SOUTHWEST OF 39101 REFERENCE MARK 1, 0.3 M (1.0 FT) BELOW AH8424'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.05 BELOW THE AH8424'GROUND SURFACE. AH8424 AH8424 STATION RECOVERY (2001) AH8424 AH8424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8424'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8425 *********************************************************************** AH8425 DESIGNATION - 39101 RM 1 AH8425 PID - AH8425 AH8425 STATE/COUNTY- MI/KALAMAZOO AH8425 USGS QUAD - SCHOOLCRAFT NW (1979) AH8425 AH8425 *CURRENT SURVEY CONTROL AH8425 ___________________________________________________________________ AH8425* NAD 83(1986)- 42 08 35. (N) 085 38 16. (W) SCALED AH8425* NAVD 88 - 270.064 (meters) 886.03 (feet) ADJUSTED AH8425 ___________________________________________________________________ AH8425 GEOID HEIGHT- -32.93 (meters) GEOID03 AH8425 DYNAMIC HT - 269.976 (meters) 885.75 (feet) COMP AH8425 MODELED GRAV- 980,291.2 (mgal) NAVD 88 AH8425 AH8425 VERT ORDER - FIRST CLASS II AH8425 AH8425.The horizontal coordinates were scaled from a topographic map and have AH8425.an estimated accuracy of +/- 6 seconds. AH8425 AH8425.The orthometric height was determined by differential leveling AH8425.and adjusted by the National Geodetic Survey in March 2005. AH8425 AH8425.The geoid height was determined by GEOID03. AH8425 AH8425.The dynamic height is computed by dividing the NAVD 88 AH8425.geopotential number by the normal gravity value computed on the AH8425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8425.degrees latitude (g = 980.6199 gals.). AH8425 AH8425.The modeled gravity was interpolated from observed gravity values. AH8425 AH8425; North East Units Estimated Accuracy AH8425;SPC MI S - 72,220. 3,894,930. MT (+/- 180 meters Scaled) AH8425 AH8425 SUPERSEDED SURVEY CONTROL AH8425 AH8425.No superseded survey control is available for this station. AH8425 AH8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125665(NAD 83) AH8425_MARKER: DV = VERTICAL CONTROL DISK AH8425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8425_STAMPING: 39101 1980 1 AH8425_MARK LOGO: MIDT AH8425_MAGNETIC: N = NO MAGNETIC MATERIAL AH8425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8425+STABILITY: SURFACE MOTION AH8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8425+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8425 AH8425 HISTORY - Date Condition Report By AH8425 HISTORY - 1980 MONUMENTED MIDT AH8425 HISTORY - 19930106 GOOD NGS AH8425 HISTORY - 20010528 GOOD NGS AH8425 AH8425 STATION DESCRIPTION AH8425 AH8425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8425'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8425'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8425'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 31.1 M (102.0 FT) AH8425'NORTH OF THE NORTHEAST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER AH8425'12704, 28.6 M (93.8 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 13.9 M AH8425'(45.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE AH8425'HIGHWAY, 13.6 M (44.6 FT) NORTHEAST OF TRIANGULATION STATION 39101, AH8425'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS AH8425'FLUSH WITH THE GROUND SURFACE. AH8425 AH8425 STATION RECOVERY (2001) AH8425 AH8425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8425'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8426 *********************************************************************** AH8426 DESIGNATION - 39101 RM 2 AH8426 PID - AH8426 AH8426 STATE/COUNTY- MI/KALAMAZOO AH8426 USGS QUAD - SCHOOLCRAFT NW (1979) AH8426 AH8426 *CURRENT SURVEY CONTROL AH8426 ___________________________________________________________________ AH8426* NAD 83(1986)- 42 08 33. (N) 085 38 16. (W) SCALED AH8426* NAVD 88 - 269.949 (meters) 885.66 (feet) ADJUSTED AH8426 ___________________________________________________________________ AH8426 GEOID HEIGHT- -32.93 (meters) GEOID03 AH8426 DYNAMIC HT - 269.861 (meters) 885.37 (feet) COMP AH8426 MODELED GRAV- 980,291.1 (mgal) NAVD 88 AH8426 AH8426 VERT ORDER - FIRST CLASS II AH8426 AH8426.The horizontal coordinates were scaled from a topographic map and have AH8426.an estimated accuracy of +/- 6 seconds. AH8426 AH8426.The orthometric height was determined by differential leveling AH8426.and adjusted by the National Geodetic Survey in March 2005. AH8426 AH8426.The geoid height was determined by GEOID03. AH8426 AH8426.The dynamic height is computed by dividing the NAVD 88 AH8426.geopotential number by the normal gravity value computed on the AH8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8426.degrees latitude (g = 980.6199 gals.). AH8426 AH8426.The modeled gravity was interpolated from observed gravity values. AH8426 AH8426; North East Units Estimated Accuracy AH8426;SPC MI S - 72,160. 3,894,930. MT (+/- 180 meters Scaled) AH8426 AH8426 SUPERSEDED SURVEY CONTROL AH8426 AH8426.No superseded survey control is available for this station. AH8426 AH8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125664(NAD 83) AH8426_MARKER: DR = REFERENCE MARK DISK AH8426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH8426_STAMPING: 39101 1980 2 AH8426_MARK LOGO: MIDT AH8426_MAGNETIC: N = NO MAGNETIC MATERIAL AH8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH8426+STABILITY: SURFACE MOTION AH8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8426+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8426 AH8426 HISTORY - Date Condition Report By AH8426 HISTORY - 1980 MONUMENTED MIDT AH8426 HISTORY - 19930106 GOOD NGS AH8426 HISTORY - 20010528 GOOD NGS AH8426 AH8426 STATION DESCRIPTION AH8426 AH8426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK) AH8426'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8426'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8426'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 56.8 M (186.4 FT) AH8426'SOUTH OF THE CENTERLINE OF THE AVENUE, 22.1 M (72.5 FT) WEST OF THE AH8426'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 17.1 M (56.1 FT) AH8426'SOUTH-SOUTHEAST OF TRIANGULATION STATION 39101, 12.9 M (42.3 FT) EAST AH8426'OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 3.6 M (11.8 FT) AH8426'NORTHWEST OF THE NORTWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER AH8426'12074, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT AH8426'IS FLUSH WITH THE GROUND SURFACE. AH8426 AH8426 STATION RECOVERY (2001) AH8426 AH8426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8426'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9152 *********************************************************************** DG9152 DESIGNATION - 39400 DG9152 PID - DG9152 DG9152 STATE/COUNTY- MI/KALAMAZOO DG9152 USGS QUAD - PORTAGE (1979) DG9152 DG9152 *CURRENT SURVEY CONTROL DG9152 ___________________________________________________________________ DG9152* NAD 83(1986)- 42 12 57. (N) 085 32 44. (W) SCALED DG9152* NAVD 88 - 264.808 (meters) 868.79 (feet) ADJUSTED DG9152 ___________________________________________________________________ DG9152 GEOID HEIGHT- -33.00 (meters) GEOID03 DG9152 DYNAMIC HT - 264.725 (meters) 868.52 (feet) COMP DG9152 MODELED GRAV- 980,300.1 (mgal) NAVD 88 DG9152 DG9152 VERT ORDER - FIRST CLASS II DG9152 DG9152.The horizontal coordinates were scaled from a topographic map and have DG9152.an estimated accuracy of +/- 6 seconds. DG9152 DG9152.The orthometric height was determined by differential leveling DG9152.and adjusted by the National Geodetic Survey in March 2005. DG9152.No vertical observational check was made to the station. DG9152 DG9152.The geoid height was determined by GEOID03. DG9152 DG9152.The dynamic height is computed by dividing the NAVD 88 DG9152.geopotential number by the normal gravity value computed on the DG9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9152.degrees latitude (g = 980.6199 gals.). DG9152 DG9152.The modeled gravity was interpolated from observed gravity values. DG9152 DG9152; North East Units Estimated Accuracy DG9152;SPC MI S - 80,200. 3,902,670. MT (+/- 180 meters Scaled) DG9152 DG9152 SUPERSEDED SURVEY CONTROL DG9152 DG9152.No superseded survey control is available for this station. DG9152 DG9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM200747(NAD 83) DG9152_MARKER: DD = SURVEY DISK DG9152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9152_STAMPING: 39400 2001 DG9152_MARK LOGO: MIDT DG9152_PROJECTION: PROJECTING 8 CENTIMETERS DG9152_MAGNETIC: N = NO MAGNETIC MATERIAL DG9152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9152+STABILITY: SURFACE MOTION DG9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9152+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001 DG9152 DG9152 HISTORY - Date Condition Report By DG9152 HISTORY - 20010601 MONUMENTED MIDT DG9152 DG9152 STATION DESCRIPTION DG9152 DG9152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR) DG9152'STATION IS LOCATED IN THE SOUTHEAST PART OF KALAMAZOO ABOUT A MILE DG9152'SOUTH OF THE AIRPORT. IT IS IN THE SOUTHWEST PART OF SECTION 12, DG9152'T-3-S, R-11-W AND IN PORTAGE TOWNSHIP ALONG ROAD RIGHT-OF-WAY DG9152'PROPERTY. DG9152' DG9152'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94 DG9152'AND SPRINKLE AVENUE AT THE EAST SIDE OF KALAMAZOO, GO SOUTH AND DG9152'SOUTHWEST ON SPRINKLE AVENUE FOR 3.20 MILES TO A CROSSROAD, ROMENCE DG9152'RD. TURN RIGHT AND WEST ON ROMENCE RD FOR 0.27 MILE TO A RAILROAD DG9152'CROSSING AND THE STATION SET JUST WEST OF THE TRACKS AS DESCRIBED. DG9152' DG9152'STATION IS A STANDARD MIDT SURVEY DISK, ALUMUNIUM, SET INTO THE TOP DG9152'OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT PROJECTING 3.0 INCHES DG9152'ABOUT THE GROUND SURFACE. IT IS 48.8 FEET WEST OF THE NEAR RAIL OF DG9152'THE RAILROAD TRACKS, 36.6 FEET NORTH OF THE CENTERLINE OF ROMENCE DG9152'RD., 7.0 FEET EAST OF A UTILITY POLE JUST INSIDE THE FENCED IN AREA, DG9152'2.8 FEET NORTH OF A CHAINLINK FENCE CORENER AND 1.0 FEET EAST OF THE DG9152'CHAINLINK FENCE AND A CARSONITE WITNESS POST. DG9152' DG9152'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8417 *********************************************************************** AH8417 DESIGNATION - A 345 AH8417 PID - AH8417 AH8417 STATE/COUNTY- MI/KALAMAZOO AH8417 USGS QUAD - PORTAGE (1979) AH8417 AH8417 *CURRENT SURVEY CONTROL AH8417 ___________________________________________________________________ AH8417* NAD 83(1986)- 42 15 49. (N) 085 34 29. (W) SCALED AH8417* NAVD 88 - 258.738 (meters) 848.88 (feet) ADJUSTED AH8417 ___________________________________________________________________ AH8417 GEOID HEIGHT- -33.01 (meters) GEOID03 AH8417 DYNAMIC HT - 258.657 (meters) 848.61 (feet) COMP AH8417 MODELED GRAV- 980,302.2 (mgal) NAVD 88 AH8417 AH8417 VERT ORDER - FIRST CLASS II AH8417 AH8417.The horizontal coordinates were scaled from a topographic map and have AH8417.an estimated accuracy of +/- 6 seconds. AH8417 AH8417.The orthometric height was determined by differential leveling AH8417.and adjusted by the National Geodetic Survey in March 2005. AH8417 AH8417.The geoid height was determined by GEOID03. AH8417 AH8417.The dynamic height is computed by dividing the NAVD 88 AH8417.geopotential number by the normal gravity value computed on the AH8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8417.degrees latitude (g = 980.6199 gals.). AH8417 AH8417.The modeled gravity was interpolated from observed gravity values. AH8417 AH8417; North East Units Estimated Accuracy AH8417;SPC MI S - 85,540. 3,900,330. MT (+/- 180 meters Scaled) AH8417 AH8417 SUPERSEDED SURVEY CONTROL AH8417 AH8417.No superseded survey control is available for this station. AH8417 AH8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175800(NAD 83) AH8417_MARKER: F = FLANGE-ENCASED ROD AH8417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8417_STAMPING: A 345 1992 AH8417_MARK LOGO: NGS AH8417_PROJECTION: FLUSH AH8417_MAGNETIC: N = NO MAGNETIC MATERIAL AH8417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8417+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8417_ROD/PIPE-DEPTH: 17.4 meters AH8417 AH8417 HISTORY - Date Condition Report By AH8417 HISTORY - 1992 MONUMENTED NGS AH8417 HISTORY - 20010528 GOOD NGS AH8417 AH8417 STATION DESCRIPTION AH8417 AH8417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8417'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND EAST MILHAM AVENUE, AH8417'19.5 M (64.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 15.3 M (50.2 AH8417'FT) WEST OF THE CENTERLINE OF THE LANE, 2.7 M (8.9 FT) SOUTHWEST OF AH8417'THE CENTER OF A TRAFFIC CONTROL ACCESS COVER, 1.6 M (5.2 FT) NORTH OF AH8417'A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE LANE. AH8417'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8417 AH8417 STATION RECOVERY (2001) AH8417 AH8417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8417'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8416 *********************************************************************** AH8416 DESIGNATION - B 345 AH8416 PID - AH8416 AH8416 STATE/COUNTY- MI/KALAMAZOO AH8416 USGS QUAD - PORTAGE (1979) AH8416 AH8416 *CURRENT SURVEY CONTROL AH8416 ___________________________________________________________________ AH8416* NAD 83(1986)- 42 14 19. (N) 085 34 29. (W) SCALED AH8416* NAVD 88 - 262.654 (meters) 861.72 (feet) ADJUSTED AH8416 ___________________________________________________________________ AH8416 GEOID HEIGHT- -32.99 (meters) GEOID03 AH8416 DYNAMIC HT - 262.572 (meters) 861.46 (feet) COMP AH8416 MODELED GRAV- 980,303.2 (mgal) NAVD 88 AH8416 AH8416 VERT ORDER - FIRST CLASS II AH8416 AH8416.The horizontal coordinates were scaled from a topographic map and have AH8416.an estimated accuracy of +/- 6 seconds. AH8416 AH8416.The orthometric height was determined by differential leveling AH8416.and adjusted by the National Geodetic Survey in March 2005. AH8416 AH8416.The geoid height was determined by GEOID03. AH8416 AH8416.The dynamic height is computed by dividing the NAVD 88 AH8416.geopotential number by the normal gravity value computed on the AH8416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8416.degrees latitude (g = 980.6199 gals.). AH8416 AH8416.The modeled gravity was interpolated from observed gravity values. AH8416 AH8416; North East Units Estimated Accuracy AH8416;SPC MI S - 82,760. 3,900,290. MT (+/- 180 meters Scaled) AH8416 AH8416 SUPERSEDED SURVEY CONTROL AH8416 AH8416.No superseded survey control is available for this station. AH8416 AH8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175772(NAD 83) AH8416_MARKER: DV = VERTICAL CONTROL DISK AH8416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AH8416_SP_SET: OVERPASS ABUTMENT AH8416_STAMPING: B 345 1992 AH8416_MARK LOGO: NGS AH8416_MAGNETIC: N = NO MAGNETIC MATERIAL AH8416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8416+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8416 AH8416 HISTORY - Date Condition Report By AH8416 HISTORY - 1992 MONUMENTED NGS AH8416 HISTORY - 20010528 GOOD NGS AH8416 AH8416 STATION DESCRIPTION AH8416 AH8416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8416'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND INTERSTATE HIGHWAY AH8416'94 , IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE SOUTH AH8416'CONCRETE ABUTMENT OF THE LANE OVERPASS OF THE HIGHWAY, 22.5 M (73.8 AH8416'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 5.5 AH8416'M (18.0 FT) EAST OF THE CENTERLINE OF THE LANE, AND 1.4 M (4.6 FT) AH8416'ABOVE THE LEVEL OF THE LANE. AH8416 AH8416 STATION RECOVERY (2001) AH8416 AH8416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8416'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8418 *********************************************************************** AH8418 DESIGNATION - C 345 AH8418 PID - AH8418 AH8418 STATE/COUNTY- MI/KALAMAZOO AH8418 USGS QUAD - PORTAGE (1979) AH8418 AH8418 *CURRENT SURVEY CONTROL AH8418 ___________________________________________________________________ AH8418* NAD 83(1986)- 42 12 55. (N) 085 34 28. (W) SCALED AH8418* NAVD 88 - 259.369 (meters) 850.95 (feet) ADJUSTED AH8418 ___________________________________________________________________ AH8418 GEOID HEIGHT- -32.98 (meters) GEOID03 AH8418 DYNAMIC HT - 259.288 (meters) 850.68 (feet) COMP AH8418 MODELED GRAV- 980,300.3 (mgal) NAVD 88 AH8418 AH8418 VERT ORDER - FIRST CLASS II AH8418 AH8418.The horizontal coordinates were scaled from a topographic map and have AH8418.an estimated accuracy of +/- 6 seconds. AH8418 AH8418.The orthometric height was determined by differential leveling AH8418.and adjusted by the National Geodetic Survey in March 2005. AH8418 AH8418.The geoid height was determined by GEOID03. AH8418 AH8418.The dynamic height is computed by dividing the NAVD 88 AH8418.geopotential number by the normal gravity value computed on the AH8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8418.degrees latitude (g = 980.6199 gals.). AH8418 AH8418.The modeled gravity was interpolated from observed gravity values. AH8418 AH8418; North East Units Estimated Accuracy AH8418;SPC MI S - 80,170. 3,900,280. MT (+/- 180 meters Scaled) AH8418 AH8418 SUPERSEDED SURVEY CONTROL AH8418 AH8418.No superseded survey control is available for this station. AH8418 AH8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM176746(NAD 83) AH8418_MARKER: F = FLANGE-ENCASED ROD AH8418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8418_STAMPING: C 345 1992 AH8418_MARK LOGO: NGS AH8418_PROJECTION: FLUSH AH8418_MAGNETIC: N = NO MAGNETIC MATERIAL AH8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8418+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8418_ROD/PIPE-DEPTH: 27.5 meters AH8418 AH8418 HISTORY - Date Condition Report By AH8418 HISTORY - 1992 MONUMENTED NGS AH8418 HISTORY - 20010528 GOOD NGS AH8418 AH8418 STATION DESCRIPTION AH8418 AH8418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8418'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND WEST DRIVE (ROMENCE AH8418'ROAD), 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, 12.3 M AH8418'(40.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE LANE, 1.0 M AH8418'(3.3 FT) NORTHEAST OF THE CENTER OF A TRAFFIC CONTROL ACCESS COVER, AH8418'AND 0.4 M (1.3 FT) NORTH OF A SIGNAL LIGHT POLE. NOTE--ACCESS TO THE AH8418'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8418 AH8418 STATION RECOVERY (2001) AH8418 AH8418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8418'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8428 *********************************************************************** AH8428 DESIGNATION - D 345 AH8428 PID - AH8428 AH8428 STATE/COUNTY- MI/KALAMAZOO AH8428 USGS QUAD - SCHOOLCRAFT (1979) AH8428 AH8428 *CURRENT SURVEY CONTROL AH8428 ___________________________________________________________________ AH8428* NAD 83(1986)- 42 06 57. (N) 085 37 57. (W) SCALED AH8428* NAVD 88 - 267.308 (meters) 876.99 (feet) ADJUSTED AH8428 ___________________________________________________________________ AH8428 GEOID HEIGHT- -32.94 (meters) GEOID03 AH8428 DYNAMIC HT - 267.220 (meters) 876.70 (feet) COMP AH8428 MODELED GRAV- 980,288.3 (mgal) NAVD 88 AH8428 AH8428 VERT ORDER - FIRST CLASS II AH8428 AH8428.The horizontal coordinates were scaled from a topographic map and have AH8428.an estimated accuracy of +/- 6 seconds. AH8428 AH8428.The orthometric height was determined by differential leveling AH8428.and adjusted by the National Geodetic Survey in March 2005. AH8428 AH8428.The geoid height was determined by GEOID03. AH8428 AH8428.The dynamic height is computed by dividing the NAVD 88 AH8428.geopotential number by the normal gravity value computed on the AH8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8428.degrees latitude (g = 980.6199 gals.). AH8428 AH8428.The modeled gravity was interpolated from observed gravity values. AH8428 AH8428; North East Units Estimated Accuracy AH8428;SPC MI S - 69,190. 3,895,320. MT (+/- 180 meters Scaled) AH8428 AH8428 SUPERSEDED SURVEY CONTROL AH8428 AH8428.No superseded survey control is available for this station. AH8428 AH8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM130635(NAD 83) AH8428_MARKER: F = FLANGE-ENCASED ROD AH8428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH8428_STAMPING: D 345 1992 AH8428_MARK LOGO: NGS AH8428_PROJECTION: FLUSH AH8428_MAGNETIC: N = NO MAGNETIC MATERIAL AH8428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH8428+STABILITY: POSITION/ELEVATION WELL AH8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8428+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8428_ROD/PIPE-DEPTH: 24.7 meters AH8428_SLEEVE-DEPTH : 3.80 meters AH8428 AH8428 HISTORY - Date Condition Report By AH8428 HISTORY - 1992 MONUMENTED NGS AH8428 HISTORY - 20010528 GOOD NGS AH8428 AH8428 STATION DESCRIPTION AH8428 AH8428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8428'IN SCHOOLCRAFT, AT 498 EAST CASS STREET, 19.5 M (64.0 FT) SOUTH OF THE AH8428'CENTER OF THE STREET, 10.8 M (35.4 FT) WEST OF THE NORTHWEST CORNER OF AH8428'THE WILLARD J ALDRICH PUMPING STATION AT 498 EAST CASS STREET, 2.7 M AH8428'(8.9 FT) WEST OF THE CENTER OF A CHAIN-LINK FENCE GATE AND DRIVEWAY AH8428'LEADING TO A SUPPLY YARD, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND AH8428'GATE POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY. AH8428'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INGH LOGO CAP. AH8428 AH8428 STATION RECOVERY (2001) AH8428 AH8428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8428'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8413 *********************************************************************** AH8413 DESIGNATION - E 345 AH8413 PID - AH8413 AH8413 STATE/COUNTY- MI/KALAMAZOO AH8413 USGS QUAD - KALAMAZOO (1995) AH8413 AH8413 *CURRENT SURVEY CONTROL AH8413 ___________________________________________________________________ AH8413* NAD 83(1986)- 42 17 02. (N) 085 34 27. (W) SCALED AH8413* NAVD 88 - 233.148 (meters) 764.92 (feet) ADJUSTED AH8413 ___________________________________________________________________ AH8413 GEOID HEIGHT- -33.02 (meters) GEOID03 AH8413 DYNAMIC HT - 233.076 (meters) 764.68 (feet) COMP AH8413 MODELED GRAV- 980,305.9 (mgal) NAVD 88 AH8413 AH8413 VERT ORDER - FIRST CLASS II AH8413 AH8413.The horizontal coordinates were scaled from a topographic map and have AH8413.an estimated accuracy of +/- 6 seconds. AH8413 AH8413.The orthometric height was determined by differential leveling AH8413.and adjusted by the National Geodetic Survey in March 2005. AH8413 AH8413.The geoid height was determined by GEOID03. AH8413 AH8413.The dynamic height is computed by dividing the NAVD 88 AH8413.geopotential number by the normal gravity value computed on the AH8413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8413.degrees latitude (g = 980.6199 gals.). AH8413 AH8413.The modeled gravity was interpolated from observed gravity values. AH8413 AH8413; North East Units Estimated Accuracy AH8413;SPC MI S - 87,790. 3,900,410. MT (+/- 180 meters Scaled) AH8413 AH8413 SUPERSEDED SURVEY CONTROL AH8413 AH8413.No superseded survey control is available for this station. AH8413 AH8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175822(NAD 83) AH8413_MARKER: F = FLANGE-ENCASED ROD AH8413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8413_STAMPING: E 345 1992 AH8413_MARK LOGO: NGS AH8413_PROJECTION: FLUSH AH8413_MAGNETIC: N = NO MAGNETIC MATERIAL AH8413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8413+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8413_ROD/PIPE-DEPTH: 15.4 meters AH8413 AH8413 HISTORY - Date Condition Report By AH8413 HISTORY - 1992 MONUMENTED NGS AH8413 HISTORY - 20010528 GOOD NGS AH8413 AH8413 STATION DESCRIPTION AH8413 AH8413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8413'IN KALAMAZOO, AT THE INTERSECTION OF PORTAGE AND VINE STREETS, 33.5 M AH8413'(109.9 FT) SOUTHWEST OF THE CENTERLINE OF PORTAGE STREET, 11.2 M (36.7 AH8413'FT) WEST-NORTHWEST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 9.7 M AH8413'(31.8 FT) NORTH OF THE CENTERLINE OF VINE STREET, 3.6 M (11.8 FT) WEST AH8413'OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) EAST OF A SIGNAL LIGHT AH8413'POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 ABOVE AH8413'THE LEVEL OF VINE STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH AH8413'A 5-INCH LOGO CAP. AH8413 AH8413 STATION RECOVERY (2001) AH8413 AH8413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8413'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8414 *********************************************************************** AH8414 DESIGNATION - F 345 AH8414 PID - AH8414 AH8414 STATE/COUNTY- MI/KALAMAZOO AH8414 USGS QUAD - KALAMAZOO (1995) AH8414 AH8414 *CURRENT SURVEY CONTROL AH8414 ___________________________________________________________________ AH8414* NAD 83(1986)- 42 16 26. (N) 085 34 41. (W) SCALED AH8414* NAVD 88 - 236.245 (meters) 775.08 (feet) ADJUSTED AH8414 ___________________________________________________________________ AH8414 GEOID HEIGHT- -33.01 (meters) GEOID03 AH8414 DYNAMIC HT - 236.172 (meters) 774.84 (feet) COMP AH8414 MODELED GRAV- 980,305.4 (mgal) NAVD 88 AH8414 AH8414 VERT ORDER - FIRST CLASS II AH8414 AH8414.The horizontal coordinates were scaled from a topographic map and have AH8414.an estimated accuracy of +/- 6 seconds. AH8414 AH8414.The orthometric height was determined by differential leveling AH8414.and adjusted by the National Geodetic Survey in March 2005. AH8414 AH8414.The geoid height was determined by GEOID03. AH8414 AH8414.The dynamic height is computed by dividing the NAVD 88 AH8414.geopotential number by the normal gravity value computed on the AH8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8414.degrees latitude (g = 980.6199 gals.). AH8414 AH8414.The modeled gravity was interpolated from observed gravity values. AH8414 AH8414; North East Units Estimated Accuracy AH8414;SPC MI S - 86,680. 3,900,070. MT (+/- 180 meters Scaled) AH8414 AH8414 SUPERSEDED SURVEY CONTROL AH8414 AH8414.No superseded survey control is available for this station. AH8414 AH8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM172811(NAD 83) AH8414_MARKER: F = FLANGE-ENCASED ROD AH8414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8414_STAMPING: F 345 1992 AH8414_MARK LOGO: NGS AH8414_PROJECTION: FLUSH AH8414_MAGNETIC: N = NO MAGNETIC MATERIAL AH8414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8414+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8414_ROD/PIPE-DEPTH: 25.0 meters AH8414 AH8414 HISTORY - Date Condition Report By AH8414 HISTORY - 1992 MONUMENTED NGS AH8414 HISTORY - 20010528 GOOD NGS AH8414 AH8414 STATION DESCRIPTION AH8414 AH8414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8414'IN KALAMAZOO AT THE INTERSECTION OF THE CONRAIL RAILROAD AND REED AH8414'AVENUE, 13.8 M (45.3 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 11.9 M (39.0 AH8414'FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE AVENUE, 0.7 M (2.3 FT) AH8414'WEST OF A CHAIN-LINK FENCE CORNER, AND 0.6 M (2.0 FT) NORTH-NORTHWEST AH8414'OF A WITNESS POST AND THE FENCE. NOTE--ACCESS TO THE DATUM POINT IS AH8414'THROUGH A 5-INCH LOGO CAP. AH8414 AH8414 STATION RECOVERY (2001) AH8414 AH8414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8414'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8415 *********************************************************************** AH8415 DESIGNATION - G 345 AH8415 PID - AH8415 AH8415 STATE/COUNTY- MI/KALAMAZOO AH8415 USGS QUAD - KALAMAZOO (1995) AH8415 AH8415 *CURRENT SURVEY CONTROL AH8415 ___________________________________________________________________ AH8415* NAD 83(1986)- 42 15 36. (N) 085 34 40. (W) SCALED AH8415* NAVD 88 - 245.060 (meters) 804.00 (feet) ADJUSTED AH8415 ___________________________________________________________________ AH8415 GEOID HEIGHT- -33.00 (meters) GEOID03 AH8415 DYNAMIC HT - 244.983 (meters) 803.75 (feet) COMP AH8415 MODELED GRAV- 980,304.8 (mgal) NAVD 88 AH8415 AH8415 VERT ORDER - FIRST CLASS II AH8415 AH8415.The horizontal coordinates were scaled from a topographic map and have AH8415.an estimated accuracy of +/- 6 seconds. AH8415 AH8415.The orthometric height was determined by differential leveling AH8415.and adjusted by the National Geodetic Survey in March 2005. AH8415 AH8415.The geoid height was determined by GEOID03. AH8415 AH8415.The dynamic height is computed by dividing the NAVD 88 AH8415.geopotential number by the normal gravity value computed on the AH8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8415.degrees latitude (g = 980.6199 gals.). AH8415 AH8415.The modeled gravity was interpolated from observed gravity values. AH8415 AH8415; North East Units Estimated Accuracy AH8415;SPC MI S - 85,140. 3,900,080. MT (+/- 180 meters Scaled) AH8415 AH8415 SUPERSEDED SURVEY CONTROL AH8415 AH8415.No superseded survey control is available for this station. AH8415 AH8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM173796(NAD 83) AH8415_MARKER: F = FLANGE-ENCASED ROD AH8415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8415_STAMPING: G 345 1992 AH8415_MARK LOGO: NGS AH8415_PROJECTION: FLUSH AH8415_MAGNETIC: N = NO MAGNETIC MATERIAL AH8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8415+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8415_ROD/PIPE-DEPTH: 22.3 meters AH8415 AH8415 HISTORY - Date Condition Report By AH8415 HISTORY - 1992 MONUMENTED NGS AH8415 HISTORY - 20010528 GOOD NGS AH8415 AH8415 STATION DESCRIPTION AH8415 AH8415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8415'IN KALAMAZOO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND CORK AH8415'STREET, 34.4 M (112.9 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.6 AH8415'M (34.8 FT) WEST OF AND LEVEL WITH THE NEAR RAIL, 1.3 M (4.3 FT) NORTH AH8415'OF THE NORTH LEG OF A BILLBOARD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS AH8415'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8415 AH8415 STATION RECOVERY (2001) AH8415 AH8415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8415'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 NF0657 *********************************************************************** NF0657 DESIGNATION - H 190 RESET NF0657 PID - NF0657 NF0657 STATE/COUNTY- MI/KALAMAZOO NF0657 USGS QUAD - PORTAGE (1979) NF0657 NF0657 *CURRENT SURVEY CONTROL NF0657 ___________________________________________________________________ NF0657* NAD 83(1986)- 42 14 43. (N) 085 34 34. (W) SCALED NF0657* NAVD 88 - 250.531 (meters) 821.95 (feet) ADJUSTED NF0657 ___________________________________________________________________ NF0657 GEOID HEIGHT- -32.99 (meters) GEOID03 NF0657 DYNAMIC HT - 250.453 (meters) 821.69 (feet) COMP NF0657 MODELED GRAV- 980,304.0 (mgal) NAVD 88 NF0657 NF0657 VERT ORDER - FIRST CLASS II NF0657 NF0657.The horizontal coordinates were scaled from a topographic map and have NF0657.an estimated accuracy of +/- 6 seconds. NF0657 NF0657.The orthometric height was determined by differential leveling NF0657.and adjusted by the National Geodetic Survey in March 2005. NF0657 NF0657.The geoid height was determined by GEOID03. NF0657 NF0657.The dynamic height is computed by dividing the NAVD 88 NF0657.geopotential number by the normal gravity value computed on the NF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NF0657.degrees latitude (g = 980.6199 gals.). NF0657 NF0657.The modeled gravity was interpolated from observed gravity values. NF0657 NF0657; North East Units Estimated Accuracy NF0657;SPC MI S - 83,500. 3,900,190. MT (+/- 180 meters Scaled) NF0657 NF0657 SUPERSEDED SURVEY CONTROL NF0657 NF0657 NGVD 29 (??/??/??) 250.71 (m) 822.5 (f) RESET 3 NF0657 NF0657.Superseded values are not recommended for survey control. NF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0657.See file dsdata.txt to determine how the superseded data were derived. NF0657 NF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM174779(NAD 83) NF0657_MARKER: DB = BENCH MARK DISK NF0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE NF0657_SP_SET: BRIDGE ABUTMENT NF0657_STAMPING: H 190 RESET 1960 NF0657_MARK LOGO: CGS NF0657_MAGNETIC: N = NO MAGNETIC MATERIAL NF0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NF0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NF0657+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 NF0657 NF0657 HISTORY - Date Condition Report By NF0657 HISTORY - 1960 MONUMENTED MIDH NF0657 HISTORY - 19930105 GOOD NGS NF0657 HISTORY - 20010528 GOOD NGS NF0657 HISTORY - 20021017 GOOD USPSQD NF0657 NF0657 STATION DESCRIPTION NF0657 NF0657'DESCRIBED BY MI DEPT OF HIGHWAYS 1960 NF0657'3.6 MI S FROM KALAMAZOO. NF0657'THIS MARK IS LOCATED 3.6 MILES SOUTH ALONG THE NEW YORK CENTRAL NF0657'RAILROAD FROM THE STATION AT KALAMAZOO, 46.8 FEET EAST OF THE NF0657'INTERSECTION OF THE RAILROAD TRACKS AND THE NORTH LINE OF KILGORE NF0657'ROAD, 33 FEET NORTH OF THE CENTERLINE OF KILGORE ROAD, IN THE NF0657'TOP OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER PORTAGE NF0657'CREEK. NF0657 NF0657 STATION RECOVERY (1993) NF0657 NF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK) NF0657'IN PORTAGE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND KILGORE NF0657'ROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST OF THE NF0657'NORTHWEST CONCRETE WINGWALL OF A BRIDGE SPANNING PORTAGE CREEK, 14.0 M NF0657'(45.9 FT) EAST OF THE NEAR RAIL, 8.9 M (29.2 FT) NORTH OF THE NF0657'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE NF0657'ROAD. NF0657 NF0657 STATION RECOVERY (2001) NF0657 NF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 NF0657'RECOVERED AS DESCRIBED. NF0657 NF0657 STATION RECOVERY (2002) NF0657 NF0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR) NF0657'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 NF0654 *********************************************************************** NF0654 DESIGNATION - J 190 NF0654 PID - NF0654 NF0654 STATE/COUNTY- MI/KALAMAZOO NF0654 USGS QUAD - PORTAGE (1979) NF0654 NF0654 *CURRENT SURVEY CONTROL NF0654 ___________________________________________________________________ NF0654* NAD 83(1986)- 42 14 17. (N) 085 34 00. (W) SCALED NF0654* NAVD 88 - 266.597 (meters) 874.66 (feet) ADJUSTED NF0654 ___________________________________________________________________ NF0654 GEOID HEIGHT- -33.00 (meters) GEOID03 NF0654 DYNAMIC HT - 266.514 (meters) 874.39 (feet) COMP NF0654 MODELED GRAV- 980,303.0 (mgal) NAVD 88 NF0654 NF0654 VERT ORDER - FIRST CLASS II NF0654 NF0654.The horizontal coordinates were scaled from a topographic map and have NF0654.an estimated accuracy of +/- 6 seconds. NF0654 NF0654.The orthometric height was determined by differential leveling NF0654.and adjusted by the National Geodetic Survey in March 2005. NF0654.No vertical observational check was made to the station. NF0654 NF0654.The geoid height was determined by GEOID03. NF0654 NF0654.The dynamic height is computed by dividing the NAVD 88 NF0654.geopotential number by the normal gravity value computed on the NF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NF0654.degrees latitude (g = 980.6199 gals.). NF0654 NF0654.The modeled gravity was interpolated from observed gravity values. NF0654 NF0654; North East Units Estimated Accuracy NF0654;SPC MI S - 82,690. 3,900,960. MT (+/- 180 meters Scaled) NF0654 NF0654 SUPERSEDED SURVEY CONTROL NF0654 NF0654 NAVD 88 (06/15/91) 266.628 (m) 874.76 (f) UNKNOWN 2 0 NF0654 NGVD 29 (??/??/92) 266.759 (m) 875.19 (f) ADJ UNCH 2 0 NF0654 NF0654.Superseded values are not recommended for survey control. NF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0654.See file dsdata.txt to determine how the superseded data were derived. NF0654 NF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM182772(NAD 83) NF0654_MARKER: DB = BENCH MARK DISK NF0654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. NF0654_SP_SET: CATCH BASIN NF0654_STAMPING: J 190 1957 NF0654_MARK LOGO: CGS NF0654_MAGNETIC: N = NO MAGNETIC MATERIAL NF0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NF0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NF0654+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 NF0654 NF0654 HISTORY - Date Condition Report By NF0654 HISTORY - 1957 MONUMENTED CGS NF0654 HISTORY - 19930105 GOOD NGS NF0654 HISTORY - 20010528 GOOD NGS NF0654 HISTORY - 20021017 GOOD USPSQD NF0654 NF0654 STATION DESCRIPTION NF0654 NF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 NF0654'4 MI S FROM KALAMAZOO. NF0654'4.0 MILES SOUTH OF THE RAILROAD STATION AT KALAMAZOO, KALAMAZOO NF0654'COUNTY. TO REACH FROM THE INTERSECTION OF KILGORE STREET AND NF0654'THE NEW YORK CENTRAL RAILROAD, GO 0.1 MILE EAST OF KILGORE NF0654'TO LOVERS LANE, THENCE 0.45 MILE SOUTH ON LOVERS LANE TO WINTERS NF0654'DRIVE, THENCE 0.4 MILE EAST ON WINTERS DRIVE TO AN UNNAMED STREET, NF0654'OPPOSITE HOUSE NUMBER 1918, 36.5 FEET NORTH OF THE CENTERLINE NF0654'OF WINTERS DRIVE, 16 FEET WEST OF THE CENTERLINE OF THE UNNAMED NF0654'STREET, 74.3 FEET NORTH-NORTHWEST OF INTERSECTION POLE OF NF0654'NORTH-SOUTH AND EAST-WEST POWER LINES. A STANDARD DISK, STAMPED NF0654'J 190 1957 AND SET IN A DRILL HOLE IN THE CONCRETE RIM AROUND A NF0654'CATCH BASIN. NF0654 NF0654 STATION RECOVERY (1993) NF0654 NF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK) NF0654'IN PORTAGE, AT THE INTERSECTION OF WINTERS DRIVE AND BENNETT STREET, NF0654'NEAR THE SOUTH END OF A CONCRETE STORM DRAIN, 22.5 M (73.8 FT) NF0654'NORTH-NORTHWEST OF A UTILITY POLE, 11.2 M (36.7 FT) NORTH OF THE NF0654'CENTERLINE OF THE DRIVE, 4.9 M (16.1 FT) WEST OF THE CENTER OF THE NF0654'STREET, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) NF0654'BELOW THE LEVEL OF THE STREET. NF0654 NF0654 STATION RECOVERY (2001) NF0654 NF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) NF0654'RECOVERED AS DESCRIBED. NF0654 NF0654 STATION RECOVERY (2002) NF0654 NF0654'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR) NF0654'UNNAMED STREET NOW CALLED BENNET STREET. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8431 *********************************************************************** AH8431 DESIGNATION - R 344 AH8431 PID - AH8431 AH8431 STATE/COUNTY- MI/KALAMAZOO AH8431 USGS QUAD - SCHOOLCRAFT (1979) AH8431 AH8431 *CURRENT SURVEY CONTROL AH8431 ___________________________________________________________________ AH8431* NAD 83(1986)- 42 04 19. (N) 085 38 13. (W) SCALED AH8431* NAVD 88 - 263.026 (meters) 862.94 (feet) ADJUSTED AH8431 ___________________________________________________________________ AH8431 GEOID HEIGHT- -32.96 (meters) GEOID03 AH8431 DYNAMIC HT - 262.939 (meters) 862.66 (feet) COMP AH8431 MODELED GRAV- 980,283.6 (mgal) NAVD 88 AH8431 AH8431 VERT ORDER - FIRST CLASS II AH8431 AH8431.The horizontal coordinates were scaled from a topographic map and have AH8431.an estimated accuracy of +/- 6 seconds. AH8431 AH8431.The orthometric height was determined by differential leveling AH8431.and adjusted by the National Geodetic Survey in March 2005. AH8431 AH8431.The geoid height was determined by GEOID03. AH8431 AH8431.The dynamic height is computed by dividing the NAVD 88 AH8431.geopotential number by the normal gravity value computed on the AH8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8431.degrees latitude (g = 980.6199 gals.). AH8431 AH8431.The modeled gravity was interpolated from observed gravity values. AH8431 AH8431; North East Units Estimated Accuracy AH8431;SPC MI S - 64,320. 3,894,880. MT (+/- 180 meters Scaled) AH8431 AH8431 SUPERSEDED SURVEY CONTROL AH8431 AH8431.No superseded survey control is available for this station. AH8431 AH8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM127586(NAD 83) AH8431_MARKER: F = FLANGE-ENCASED ROD AH8431_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH8431_STAMPING: R 344 1992 AH8431_MARK LOGO: NGS AH8431_PROJECTION: FLUSH AH8431_MAGNETIC: N = NO MAGNETIC MATERIAL AH8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8431+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8431_ROD/PIPE-DEPTH: 22.8 meters AH8431_SLEEVE-DEPTH : 0.90 meters AH8431 AH8431 HISTORY - Date Condition Report By AH8431 HISTORY - 1992 MONUMENTED NGS AH8431 HISTORY - 20010528 GOOD NGS AH8431 AH8431 STATION DESCRIPTION AH8431 AH8431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8431'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8431'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8431'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 131, 24.8 M (81.4 FT) AH8431'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 3.3 M AH8431'(10.8 FT) WEST-SOUTHWEST OF T-JUNCTION UTILITY POLE NUMBER K 659-66, AH8431'2.3 M (7.5 FT) NORTH OF THE EXTENDED LINE OF THE SOUTH WALL OF A 2 AH8431'STORY HOUSE ON THE EAST SIDE OF THE HIGHWAY, AND 0.6 M (2.0 FT) AH8431'EAST-NORTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS AH8431'THROUGH A 5-INCH LOGO CAP, THE SLEEVE DOES NOT MEET THE SPECIFICATIONS AH8431'FOR A CLASS A MARK. AH8431 AH8431 STATION RECOVERY (2001) AH8431 AH8431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8431'RECOVERED IN GOOD CONDITION. NOTE--ADD THE FOLLOWING. THE 2 STORY AH8431'HOUSE MENTIONED TO BE ON THE EAST SIDE OF THE HIGHWAY IS NO LONGER AH8431'THERE. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8430 *********************************************************************** AH8430 DESIGNATION - S 344 AH8430 PID - AH8430 AH8430 STATE/COUNTY- MI/KALAMAZOO AH8430 USGS QUAD - SCHOOLCRAFT (1979) AH8430 AH8430 *CURRENT SURVEY CONTROL AH8430 ___________________________________________________________________ AH8430* NAD 83(1986)- 42 05 32. (N) 085 38 12. (W) SCALED AH8430* NAVD 88 - 264.593 (meters) 868.09 (feet) ADJUSTED AH8430 ___________________________________________________________________ AH8430 GEOID HEIGHT- -32.95 (meters) GEOID03 AH8430 DYNAMIC HT - 264.506 (meters) 867.80 (feet) COMP AH8430 MODELED GRAV- 980,285.8 (mgal) NAVD 88 AH8430 AH8430 VERT ORDER - FIRST CLASS II AH8430 AH8430.The horizontal coordinates were scaled from a topographic map and have AH8430.an estimated accuracy of +/- 6 seconds. AH8430 AH8430.The orthometric height was determined by differential leveling AH8430.and adjusted by the National Geodetic Survey in March 2005. AH8430 AH8430.The geoid height was determined by GEOID03. AH8430 AH8430.The dynamic height is computed by dividing the NAVD 88 AH8430.geopotential number by the normal gravity value computed on the AH8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8430.degrees latitude (g = 980.6199 gals.). AH8430 AH8430.The modeled gravity was interpolated from observed gravity values. AH8430 AH8430; North East Units Estimated Accuracy AH8430;SPC MI S - 66,580. 3,894,940. MT (+/- 180 meters Scaled) AH8430 AH8430 SUPERSEDED SURVEY CONTROL AH8430 AH8430.No superseded survey control is available for this station. AH8430 AH8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM127609(NAD 83) AH8430_MARKER: F = FLANGE-ENCASED ROD AH8430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8430_STAMPING: S 344 1992 AH8430_MARK LOGO: NGS AH8430_PROJECTION: FLUSH AH8430_MAGNETIC: N = NO MAGNETIC MATERIAL AH8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8430+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8430_ROD/PIPE-DEPTH: 27.3 meters AH8430 AH8430 HISTORY - Date Condition Report By AH8430 HISTORY - 1992 MONUMENTED NGS AH8430 HISTORY - 20010528 GOOD NGS AH8430 AH8430 STATION DESCRIPTION AH8430 AH8430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8430'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8430'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8430'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 131, 53.2 M (174.5 FT) AH8430'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 14.5 M AH8430'(47.6 FT) SOUTHEAST OF UTILITY POLE NUMBER K 635-39, 11.2 M (36.7 FT) AH8430'NORTH OF THE CENTERLINE OF XY AVENUE WEST, 1.5 M (4.9 FT) NORTHWEST OF AH8430'THE SOUTHEAST END OF A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE AH8430'HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST AND FENCE. AH8430'NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8430 AH8430 STATION RECOVERY (2001) AH8430 AH8430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8430'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9153 *********************************************************************** DG9153 DESIGNATION - SOWR DG9153 PID - DG9153 DG9153 STATE/COUNTY- MI/KALAMAZOO DG9153 USGS QUAD - PORTAGE (1979) DG9153 DG9153 *CURRENT SURVEY CONTROL DG9153 ___________________________________________________________________ DG9153* NAD 83(1986)- 42 13 33. (N) 085 32 00. (W) SCALED DG9153* NAVD 88 - 263.132 (meters) 863.29 (feet) ADJUSTED DG9153 ___________________________________________________________________ DG9153 GEOID HEIGHT- -33.01 (meters) GEOID03 DG9153 DYNAMIC HT - 263.050 (meters) 863.02 (feet) COMP DG9153 MODELED GRAV- 980,300.9 (mgal) NAVD 88 DG9153 DG9153 VERT ORDER - FIRST CLASS II DG9153 DG9153.The horizontal coordinates were scaled from a topographic map and have DG9153.an estimated accuracy of +/- 6 seconds. DG9153 DG9153.The orthometric height was determined by differential leveling DG9153.and adjusted by the National Geodetic Survey in March 2005. DG9153.No vertical observational check was made to the station. DG9153 DG9153.The geoid height was determined by GEOID03. DG9153 DG9153.The dynamic height is computed by dividing the NAVD 88 DG9153.geopotential number by the normal gravity value computed on the DG9153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9153.degrees latitude (g = 980.6199 gals.). DG9153 DG9153.The modeled gravity was interpolated from observed gravity values. DG9153 DG9153; North East Units Estimated Accuracy DG9153;SPC MI S - 81,290. 3,903,690. MT (+/- 180 meters Scaled) DG9153 DG9153 SUPERSEDED SURVEY CONTROL DG9153 DG9153.No superseded survey control is available for this station. DG9153 DG9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM210758(NAD 83) DG9153_MARKER: DD = SURVEY DISK DG9153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG9153_STAMPING: SOWR 2000 DG9153_MARK LOGO: MIDT DG9153_PROJECTION: PROJECTING 122 CENTIMETERS DG9153_MAGNETIC: O = OTHER; SEE DESCRIPTION DG9153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9153+STABILITY: SURFACE MOTION DG9153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9153+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001 DG9153 DG9153 HISTORY - Date Condition Report By DG9153 HISTORY - 20010403 MONUMENTED MIDT DG9153 DG9153 STATION DESCRIPTION DG9153 DG9153'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR) DG9153'THE STATION IS IN KALAMAZOO COUNTY, T-3-S, R-11-W, SECTION 12 AND IN DG9153'PORTAGE TOWNSHIP. IT IS 1.0 MILE SOUTHEAST OF THE DG9153'KALAMAZOO/BATTLECREEK INTERNATIONAL AIRPORT, 5.0 MILES SOUTHEAST OF DG9153'KALAMAZOO AND 7.0 MILES NORTH OF VICKSBURG AT THE MICHIGAN DEPARTMENT DG9153'OF TRANSPORTATION SPECIALTY CREWS OFFICE AT 6345 AMERICAN AVENUE, DG9153'PORTAGE, MI 49002. DG9153' DG9153'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND DG9153'SPRINKLE ROAD OVERPASS, (EXIT 80 OFF I-94) GO SOUTH ON SPRINKLE ROAD DG9153'FOR 2.6 KM (1.6 MILE) TO A T-ROAD ON THE LEFT. TURN LEFT AND GO EAST DG9153'ON COMMERCIAL AVENUE FOR 0.28 KM (0.2 MILE) TO A T-ROAD ON THE LEFT. DG9153'TURN LEFT ON AMERICAN AVENUE AND GO NORTHTHLY FOR 0.09 KM (0.05 DG9153'MILE) TO THE ENTRANCE DRIVEWAY FOR THE MDOT SPECIALTY CREWS OFFICE ON DG9153'THE RIGHT. TURN RIGHT AND FOLLOW DRIVEWAY EAST FOR 0.07 KM (0.04 DG9153'MILE) TO THE STATION ON THE LEFT AS DESCRIBED. DG9153' DG9153'THE STATION IS THE G.P.S. ANTENNA REFERENCE PLANE OF THE LEICA G.P.S. DG9153'ANTENNA. IT IS SET ATOP AN 8-FOOT HIGH SPUN ALUMINUM, 4-INCH DG9153'DIAMETER POLE, BOLTED TO THE TOP OF A 24-INCH DIAMETER CONCRETE DG9153'MONUMENT RE-INFORCED FROM TOP TO BOTTOM WITH A STEEL REBAR CAGE, DG9153'PROJECTING 3-FEET ABOVE THE GROUND SURFACE AND POURED TO A DEPTH OF DG9153'12-FEET. THERE IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DG9153'DISK, STAMPED---SOWR 2000---, SET IN THE TOP OF THIS CONCRETE DG9153'MONUMENT OFF TO ONE SIDE. A FIRST ORDER CLASS II LEVEL TIE WILL BE DG9153'MADE TO THIS DISK IN THE FUTURE. DG9153' DG9153'IT IS 1.6 METERS NORTHWEST OF THE NORTHEAST CORNER OF A 6 FOOT CHAIN DG9153'LINK FENCE, 11.2 METERS SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A DG9153'6 FOOT CHAIN LINK FENCE, 15.0 METERS SOUTH OF THE NORTHERLY EDGE OF DG9153'BIT DRIVEWAY AND 24.0 METERS SOUTH-SOUTHWEST FROM THE NORTHEAST DG9153'CORNER OF THE BUILDING. DG9153' DG9153'DESCRIBED BY DAN RAHILLY, MICHIGAN DEPARTMENT OF TRANSPORTATION DG9153'SOUTHWEST REGION AND TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR DG9153'- MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9154 *********************************************************************** DG9154 DESIGNATION - SOWR CORS ARP DG9154 PID - DG9154 DG9154 STATE/COUNTY- MI/KALAMAZOO DG9154 USGS QUAD - PORTAGE (1979) DG9154 DG9154 *CURRENT SURVEY CONTROL DG9154 ___________________________________________________________________ DG9154* NAD 83(1986)- 42 13 33. (N) 085 32 01. (W) SCALED DG9154* NAVD 88 - 265.683 (meters) 871.66 (feet) ADJUSTED DG9154 ___________________________________________________________________ DG9154 GEOID HEIGHT- -33.01 (meters) GEOID03 DG9154 DYNAMIC HT - 265.599 (meters) 871.39 (feet) COMP DG9154 MODELED GRAV- 980,300.9 (mgal) NAVD 88 DG9154 DG9154 VERT ORDER - FIRST CLASS II DG9154 DG9154.The horizontal coordinates were scaled from a topographic map and have DG9154.an estimated accuracy of +/- 6 seconds. DG9154 DG9154.The orthometric height was determined by differential leveling DG9154.and adjusted by the National Geodetic Survey in March 2005. DG9154.No vertical observational check was made to the station. DG9154 DG9154.The geoid height was determined by GEOID03. DG9154 DG9154.The dynamic height is computed by dividing the NAVD 88 DG9154.geopotential number by the normal gravity value computed on the DG9154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9154.degrees latitude (g = 980.6199 gals.). DG9154 DG9154.The modeled gravity was interpolated from observed gravity values. DG9154 DG9154; North East Units Estimated Accuracy DG9154;SPC MI S - 81,290. 3,903,670. MT (+/- 180 meters Scaled) DG9154 DG9154 SUPERSEDED SURVEY CONTROL DG9154 DG9154.No superseded survey control is available for this station. DG9154 DG9154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM210758(NAD 83) DG9154_MARKER: Z = SEE DESCRIPTION DG9154_SETTING: 0 = UNSPECIFIED SETTING DG9154_SP_SET: CORS ANTENNA DG9154_MAGNETIC: N = NO MAGNETIC MATERIAL DG9154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9154+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003 DG9154 DG9154 HISTORY - Date Condition Report By DG9154 HISTORY - 20010620 MONUMENTED NGS DG9154 HISTORY - 20030513 GOOD NGS DG9154 DG9154 STATION DESCRIPTION DG9154 DG9154'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR) DG9154'THE STATION IS IN KALAMAZOO COUNTY, T-3-S, R-11-W, SECTION 12 AND IN DG9154'PORTAGE TOWNSHIP. IT IS 1.0 MILE SOUTHEAST OF THE DG9154'KALAMAZOO/BATTLECREEK INTERNATIONAL AIRPORT, 5.0 MILES SOUTHEAST OF DG9154'KALAMAZOO AND 7.0 MILES NORTH OF VICKSBURG AT THE MICHIGAN DEPARTMENT DG9154'OF TRANSPORTATION SPECIALTY CREWS OFFICE AT 6345 AMERICAN AVENUE, DG9154'PORTAGE, MI 49002. DG9154' DG9154'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND DG9154'SPRINKLE ROAD OVERPASS, (EXIT 80 OFF I-94) GO SOUTH ON SPRINKLE ROAD DG9154'FOR 2.6 KM (1.6 MILE) TO A T-ROAD ON THE LEFT. TURN LEFT AND GO EAST DG9154'ON COMMERCIAL AVENUE FOR 0.28 KM (0.2 MILE) TO A T-ROAD ON THE LEFT. DG9154'TURN LEFT ON AMERICAN AVENUE AND GO NORTHTHLY FOR 0.09 KM (0.05 DG9154'MILE) TO THE ENTRANCE DRIVEWAY FOR THE MDOT SPECIALTY CREWS OFFICE ON DG9154'THE RIGHT. TURN RIGHT AND FOLLOW DRIVEWAY EAST FOR 0.07 KM (0.04 DG9154'MILE) TO THE STATION ON THE LEFT AS DESCRIBED. DG9154' DG9154'THE STATION IS THE G.P.S. ANTENNA REFERENCE PLANE OF THE LEICA G.P.S. DG9154'ANTENNA. IT IS SET ATOP AN 8-FOOT HIGH SPUN ALUMINUM, 4-INCH DG9154'DIAMETER POLE, BOLTED TO THE TOP OF A 24-INCH DIAMETER CONCRETE DG9154'MONUMENT RE-INFORCED FROM TOP TO BOTTOM WITH A STEEL REBAR CAGE, DG9154'PROJECTING 3-FEET ABOVE THE GROUND SURFACE AND POURED TO A DEPTH OF DG9154'12-FEET. THERE IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEY DG9154'DISK, STAMPED---SOWR 2000---, SET IN THE TOP OF THIS CONCRETE DG9154'MONUMENT OFF TO ONE SIDE. DG9154' DG9154'IT IS 1.6 METERS NORTHWEST OF THE NORTHEAST CORNER OF A 6 FOOT CHAIN DG9154'LINK FENCE, 11.2 METERS SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A DG9154'6 FOOT CHAIN LINK FENCE, 15.0 METERS SOUTH OF THE NORTHERLY EDGE OF DG9154'BIT DRIVEWAY AND 24.0 METERS SOUTH-SOUTHWEST FROM THE NORTHEAST DG9154'CORNER OF THE BUILDING. DG9154' DG9154'DESCRIBED BY DAN RAHILLY, MICHIGAN DEPARTMENT OF TRANSPORTATION DG9154'SOUTHWEST REGION AND TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR DG9154'- MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8429 *********************************************************************** AH8429 DESIGNATION - T 344 AH8429 PID - AH8429 AH8429 STATE/COUNTY- MI/KALAMAZOO AH8429 USGS QUAD - SCHOOLCRAFT (1979) AH8429 AH8429 *CURRENT SURVEY CONTROL AH8429 ___________________________________________________________________ AH8429* NAD 83(1986)- 42 06 33. (N) 085 38 14. (W) SCALED AH8429* NAVD 88 - 267.170 (meters) 876.54 (feet) ADJUSTED AH8429 ___________________________________________________________________ AH8429 GEOID HEIGHT- -32.94 (meters) GEOID03 AH8429 DYNAMIC HT - 267.083 (meters) 876.25 (feet) COMP AH8429 MODELED GRAV- 980,287.6 (mgal) NAVD 88 AH8429 AH8429 VERT ORDER - FIRST CLASS II AH8429 AH8429.The horizontal coordinates were scaled from a topographic map and have AH8429.an estimated accuracy of +/- 6 seconds. AH8429 AH8429.The orthometric height was determined by differential leveling AH8429.and adjusted by the National Geodetic Survey in March 2005. AH8429 AH8429.The geoid height was determined by GEOID03. AH8429 AH8429.The dynamic height is computed by dividing the NAVD 88 AH8429.geopotential number by the normal gravity value computed on the AH8429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8429.degrees latitude (g = 980.6199 gals.). AH8429 AH8429.The modeled gravity was interpolated from observed gravity values. AH8429 AH8429; North East Units Estimated Accuracy AH8429;SPC MI S - 68,460. 3,894,920. MT (+/- 180 meters Scaled) AH8429 AH8429 SUPERSEDED SURVEY CONTROL AH8429 AH8429.No superseded survey control is available for this station. AH8429 AH8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM126627(NAD 83) AH8429_MARKER: F = FLANGE-ENCASED ROD AH8429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8429_STAMPING: T 344 1992 AH8429_MARK LOGO: NGS AH8429_PROJECTION: FLUSH AH8429_MAGNETIC: N = NO MAGNETIC MATERIAL AH8429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8429+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8429_ROD/PIPE-DEPTH: 24.8 meters AH8429 AH8429 HISTORY - Date Condition Report By AH8429 HISTORY - 1992 MONUMENTED NGS AH8429 HISTORY - 20010528 GOOD NGS AH8429 AH8429 STATION DESCRIPTION AH8429 AH8429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8429'IN SCHOOLCRAFT, AT THE INTERSECTION OF U.S. HIGHWAY 131 AND THE AH8429'CONRAIL RAILROAD, 13.8 M (45.3 FT) SOUTH-SOUTHEAST OF THE NEAR RAIL, AH8429'7.1 M (23.3 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE AH8429'HIGHWAY, 3.6 M (11.8 FT) SOUTH OF A UTILITY POLE, 1.4 M (4.6 FT) NORTH AH8429'OF UTILITY POLE NUMBER K 611-90, 0.6 M (2.0 FT) EAST OF A WITNESS AH8429'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS AH8429'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8429 AH8429 STATION RECOVERY (2001) AH8429 AH8429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8429'RECOVERED AAS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8427 *********************************************************************** AH8427 DESIGNATION - U 344 AH8427 PID - AH8427 AH8427 STATE/COUNTY- MI/KALAMAZOO AH8427 USGS QUAD - SCHOOLCRAFT NW (1979) AH8427 AH8427 *CURRENT SURVEY CONTROL AH8427 ___________________________________________________________________ AH8427* NAD 83(1986)- 42 07 46. (N) 085 38 13. (W) SCALED AH8427* NAVD 88 - 267.271 (meters) 876.87 (feet) ADJUSTED AH8427 ___________________________________________________________________ AH8427 GEOID HEIGHT- -32.93 (meters) GEOID03 AH8427 DYNAMIC HT - 267.184 (meters) 876.59 (feet) COMP AH8427 MODELED GRAV- 980,289.7 (mgal) NAVD 88 AH8427 AH8427 VERT ORDER - FIRST CLASS II AH8427 AH8427.The horizontal coordinates were scaled from a topographic map and have AH8427.an estimated accuracy of +/- 6 seconds. AH8427 AH8427.The orthometric height was determined by differential leveling AH8427.and adjusted by the National Geodetic Survey in March 2005. AH8427 AH8427.The geoid height was determined by GEOID03. AH8427 AH8427.The dynamic height is computed by dividing the NAVD 88 AH8427.geopotential number by the normal gravity value computed on the AH8427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8427.degrees latitude (g = 980.6199 gals.). AH8427 AH8427.The modeled gravity was interpolated from observed gravity values. AH8427 AH8427; North East Units Estimated Accuracy AH8427;SPC MI S - 70,710. 3,894,980. MT (+/- 180 meters Scaled) AH8427 AH8427 SUPERSEDED SURVEY CONTROL AH8427 AH8427.No superseded survey control is available for this station. AH8427 AH8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM126650(NAD 83) AH8427_MARKER: F = FLANGE-ENCASED ROD AH8427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8427_STAMPING: U 344 1992 AH8427_MARK LOGO: NGS AH8427_PROJECTION: FLUSH AH8427_MAGNETIC: N = NO MAGNETIC MATERIAL AH8427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8427+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8427_ROD/PIPE-DEPTH: 23.7 meters AH8427 AH8427 HISTORY - Date Condition Report By AH8427 HISTORY - 1992 MONUMENTED NGS AH8427 HISTORY - 20010528 GOOD NGS AH8427 AH8427 STATION DESCRIPTION AH8427 AH8427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8427'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN AH8427'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE AH8427'1.5 KM (0.95 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 21.6 M (70.9 FT) AH8427'EAST OF THE CENTERLINE OF THE NOTHBOUND LANES OF THE HIGHWAY, 17.9 M AH8427'(58.7 FT) SOUTHWEST OF THE SOUTHWEST OF A GARAGE AT HOUSE NUMBER AH8427'12935, 11.1 M (36.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 1.0 M (3.3 AH8427'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) SOUTH OF UTILITY AH8427'POLE NUMBER K 655-1, AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A WITNESS AH8427'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8427 AH8427 STATION RECOVERY (2001) AH8427 AH8427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8427'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8423 *********************************************************************** AH8423 DESIGNATION - V 344 AH8423 PID - AH8423 AH8423 STATE/COUNTY- MI/KALAMAZOO AH8423 USGS QUAD - PORTAGE (1979) AH8423 AH8423 *CURRENT SURVEY CONTROL AH8423 ___________________________________________________________________ AH8423* NAD 83(1986)- 42 09 40. (N) 085 37 14. (W) SCALED AH8423* NAVD 88 - 270.002 (meters) 885.83 (feet) ADJUSTED AH8423 ___________________________________________________________________ AH8423 GEOID HEIGHT- -32.94 (meters) GEOID03 AH8423 DYNAMIC HT - 269.915 (meters) 885.55 (feet) COMP AH8423 MODELED GRAV- 980,293.3 (mgal) NAVD 88 AH8423 AH8423 VERT ORDER - FIRST CLASS II AH8423 AH8423.The horizontal coordinates were scaled from a topographic map and have AH8423.an estimated accuracy of +/- 6 seconds. AH8423 AH8423.The orthometric height was determined by differential leveling AH8423.and adjusted by the National Geodetic Survey in March 2005. AH8423 AH8423.The geoid height was determined by GEOID03. AH8423 AH8423.The dynamic height is computed by dividing the NAVD 88 AH8423.geopotential number by the normal gravity value computed on the AH8423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8423.degrees latitude (g = 980.6199 gals.). AH8423 AH8423.The modeled gravity was interpolated from observed gravity values. AH8423 AH8423; North East Units Estimated Accuracy AH8423;SPC MI S - 74,210. 3,896,380. MT (+/- 180 meters Scaled) AH8423 AH8423 SUPERSEDED SURVEY CONTROL AH8423 AH8423.No superseded survey control is available for this station. AH8423 AH8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM139685(NAD 83) AH8423_MARKER: F = FLANGE-ENCASED ROD AH8423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8423_STAMPING: V 344 1992 AH8423_MARK LOGO: NGS AH8423_PROJECTION: FLUSH AH8423_MAGNETIC: N = NO MAGNETIC MATERIAL AH8423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8423+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8423_ROD/PIPE-DEPTH: 19.3 meters AH8423 AH8423 HISTORY - Date Condition Report By AH8423 HISTORY - 1992 MONUMENTED NGS AH8423 HISTORY - 20010528 GOOD NGS AH8423 AH8423 STATION DESCRIPTION AH8423 AH8423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8423'IN PORTAGE, AT THE INTERSETION OF SHAVER ROAD AND SUGARLOAF AVENUE, AH8423'51.7 M (169.6 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 18.4 M (60.4 AH8423'FT) SOUTH OF THE SOUTHWEST CORNER OF THE PATTENS MICHIGAN MONUMENTS AH8423'OFFICE AT 10649 SHAVER ROAD, 15.3 M (50.2 FT) NORTH OF THE CENTER OF AH8423'THE AVENUE, 6.2 M (20.3 FT) SOUTHEAST OF A UTILITY POLE, 4.4 M (14.4 AH8423'FT) NORTHEAST OF THE CENTER OF A WATER METER COVER, 3.3 M (10.8 FT) AH8423'WEST OF THE CENTER OF A CHAIN-LINK FENCE GATE, 1.6 M (5.2 FT) ABOVE AH8423'THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND AH8423'EVERGREEN HEDGE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH AH8423'LOGO CAP. AH8423 AH8423 STATION RECOVERY (2001) AH8423 AH8423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8423'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8422 *********************************************************************** AH8422 DESIGNATION - W 344 AH8422 PID - AH8422 AH8422 STATE/COUNTY- MI/KALAMAZOO AH8422 USGS QUAD - PORTAGE (1979) AH8422 AH8422 *CURRENT SURVEY CONTROL AH8422 ___________________________________________________________________ AH8422* NAD 83(1986)- 42 10 27. (N) 085 36 41. (W) SCALED AH8422* NAVD 88 - 268.681 (meters) 881.50 (feet) ADJUSTED AH8422 ___________________________________________________________________ AH8422 GEOID HEIGHT- -32.95 (meters) GEOID03 AH8422 DYNAMIC HT - 268.595 (meters) 881.22 (feet) COMP AH8422 MODELED GRAV- 980,294.9 (mgal) NAVD 88 AH8422 AH8422 VERT ORDER - FIRST CLASS II AH8422 AH8422.The horizontal coordinates were scaled from a topographic map and have AH8422.an estimated accuracy of +/- 6 seconds. AH8422 AH8422.The orthometric height was determined by differential leveling AH8422.and adjusted by the National Geodetic Survey in March 2005. AH8422 AH8422.The geoid height was determined by GEOID03. AH8422 AH8422.The dynamic height is computed by dividing the NAVD 88 AH8422.geopotential number by the normal gravity value computed on the AH8422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8422.degrees latitude (g = 980.6199 gals.). AH8422 AH8422.The modeled gravity was interpolated from observed gravity values. AH8422 AH8422; North East Units Estimated Accuracy AH8422;SPC MI S - 75,650. 3,897,160. MT (+/- 180 meters Scaled) AH8422 AH8422 SUPERSEDED SURVEY CONTROL AH8422 AH8422.No superseded survey control is available for this station. AH8422 AH8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM146700(NAD 83) AH8422_MARKER: F = FLANGE-ENCASED ROD AH8422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH8422_STAMPING: W 344 1992 AH8422_MARK LOGO: NGS AH8422_PROJECTION: FLUSH AH8422_MAGNETIC: N = NO MAGNETIC MATERIAL AH8422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH8422+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8422_ROD/PIPE-DEPTH: 26.2 meters AH8422_SLEEVE-DEPTH : 0.90 meters AH8422 AH8422 HISTORY - Date Condition Report By AH8422 HISTORY - 1992 MONUMENTED NGS AH8422 HISTORY - 20010528 GOOD NGS AH8422 AH8422 STATION DESCRIPTION AH8422 AH8422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8422'IN PORAGE, AT 9801 SHAVER ROAD, 63.0 M (206.7 FT) NORTHWEST OF THE AH8422'CENTER OF THE WEST ENTRANCE TO THE CHARLES RIVER RESEARCH CENTER AT AH8422'9801 SHAVER ROAD, 37.3 M (122.4 FT) SOUTHEAST OF THE CENTERLINE OF THE AH8422'ROAD, 10.7 M (35.1 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING AH8422'TO THE RESEARCH CENTER, 7.1 M (23.3 FT) EAST OF THE NEAR RAIL OF THE AH8422'CONRAIL RAILROAD, 4.9 M (16.1 FT) SOUTHWEST OF A CHAIN-LINK FENCE, AND AH8422'0.5 M (1.6 FT) BELOW THE LEVEL OF THE DRIVEWAY. NOTE--ACCESS TO THE AH8422'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT AH8422'MEET THE SPECIFICATIONS FOR A CLASS A MARK. AH8422 AH8422 STATION RECOVERY (2001) AH8422 AH8422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8422'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 DG9151 *********************************************************************** DG9151 DESIGNATION - X 344 RESET DG9151 PID - DG9151 DG9151 STATE/COUNTY- MI/KALAMAZOO DG9151 USGS QUAD - PORTAGE (1979) DG9151 DG9151 *CURRENT SURVEY CONTROL DG9151 ___________________________________________________________________ DG9151* NAD 83(1986)- 42 11 36. (N) 085 35 49. (W) SCALED DG9151* NAVD 88 - 265.913 (meters) 872.42 (feet) ADJUSTED DG9151 ___________________________________________________________________ DG9151 GEOID HEIGHT- -32.96 (meters) GEOID03 DG9151 DYNAMIC HT - 265.829 (meters) 872.14 (feet) COMP DG9151 MODELED GRAV- 980,297.4 (mgal) NAVD 88 DG9151 DG9151 VERT ORDER - FIRST CLASS II DG9151 DG9151.The horizontal coordinates were scaled from a topographic map and have DG9151.an estimated accuracy of +/- 6 seconds. DG9151 DG9151.The orthometric height was determined by differential leveling DG9151.and adjusted by the National Geodetic Survey in March 2005. DG9151 DG9151.The geoid height was determined by GEOID03. DG9151 DG9151.The dynamic height is computed by dividing the NAVD 88 DG9151.geopotential number by the normal gravity value computed on the DG9151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG9151.degrees latitude (g = 980.6199 gals.). DG9151 DG9151.The modeled gravity was interpolated from observed gravity values. DG9151 DG9151; North East Units Estimated Accuracy DG9151;SPC MI S - 77,760. 3,898,390. MT (+/- 180 meters Scaled) DG9151 DG9151 SUPERSEDED SURVEY CONTROL DG9151 DG9151.No superseded survey control is available for this station. DG9151 DG9151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM158721(NAD 83) DG9151_MARKER: DV = VERTICAL CONTROL DISK DG9151_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DG9151_SP_SET: SIGNAL LIGHT BASE DG9151_STAMPING: X 344 RESET 2001 DG9151_MARK LOGO: NGS DG9151_MAGNETIC: N = NO MAGNETIC MATERIAL DG9151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9151+STABILITY: SURFACE MOTION DG9151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DG9151+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001 DG9151 DG9151 HISTORY - Date Condition Report By DG9151 HISTORY - 20010601 MONUMENTED NGS DG9151 DG9151 STATION DESCRIPTION DG9151 DG9151'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RLR) DG9151'LOCATED IN PORTAGE, AT THE INTERSECTION OF SHAER ROAD AND WEST DG9151'MELODY AVENUE. IT IS A STANDARD NGS DISK , CEMENTED IN A DRILL DG9151'HOLE THE CONCRETE BASE FOR A SIGNAL LAMP AT THE CORNER OF MELODY DG9151'AVENUE AND SHAVER RD. IT IS 28.0 FEET NORTH-NORTHEAST OF THE CENTER DG9151'LINE OF MELODY AVENUE, 20.6 FT EAST-SOUTHEAST OF THE NEAR RAIL OF DG9151'THE RAILROAD TRACKS, 18.6 FEET NORTHWEST OF THE CENTERLINE OF A PAVED DG9151'BIKE AND WALKING PATH, 8.0 FEET EAST OF A RAILROAD SIGNAL CROSSING DG9151'POST, 7.0 FEET EAST OF THE CARSONITE WITNESS POST AND 1.0 FEET DG9151'WEST-NORTHWEST OF THE SIGNAL LAMP POST. DG9151' DG9151'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8419 *********************************************************************** AH8419 DESIGNATION - Y 344 AH8419 PID - AH8419 AH8419 STATE/COUNTY- MI/KALAMAZOO AH8419 USGS QUAD - PORTAGE (1979) AH8419 AH8419 *CURRENT SURVEY CONTROL AH8419 ___________________________________________________________________ AH8419* NAD 83(1986)- 42 12 05. (N) 085 34 27. (W) SCALED AH8419* NAVD 88 - 266.786 (meters) 875.28 (feet) ADJUSTED AH8419 ___________________________________________________________________ AH8419 GEOID HEIGHT- -32.98 (meters) GEOID03 AH8419 DYNAMIC HT - 266.701 (meters) 875.00 (feet) COMP AH8419 MODELED GRAV- 980,298.6 (mgal) NAVD 88 AH8419 AH8419 VERT ORDER - FIRST CLASS II AH8419 AH8419.The horizontal coordinates were scaled from a topographic map and have AH8419.an estimated accuracy of +/- 6 seconds. AH8419 AH8419.The orthometric height was determined by differential leveling AH8419.and adjusted by the National Geodetic Survey in March 2005. AH8419 AH8419.The geoid height was determined by GEOID03. AH8419 AH8419.The dynamic height is computed by dividing the NAVD 88 AH8419.geopotential number by the normal gravity value computed on the AH8419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8419.degrees latitude (g = 980.6199 gals.). AH8419 AH8419.The modeled gravity was interpolated from observed gravity values. AH8419 AH8419; North East Units Estimated Accuracy AH8419;SPC MI S - 78,620. 3,900,280. MT (+/- 180 meters Scaled) AH8419 AH8419 SUPERSEDED SURVEY CONTROL AH8419 AH8419.No superseded survey control is available for this station. AH8419 AH8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM177731(NAD 83) AH8419_MARKER: F = FLANGE-ENCASED ROD AH8419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AH8419_STAMPING: Y 344 1992 AH8419_MARK LOGO: NGS AH8419_PROJECTION: FLUSH AH8419_MAGNETIC: N = NO MAGNETIC MATERIAL AH8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8419+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8419_ROD/PIPE-DEPTH: 21.6 meters AH8419 AH8419 HISTORY - Date Condition Report By AH8419 HISTORY - 1992 MONUMENTED NGS AH8419 HISTORY - 20010528 GOOD NGS AH8419 AH8419 STATION DESCRIPTION AH8419 AH8419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8419'IN PORTAGE, AT THE INTERSECTION OF CENTRE STREET AND LOVERS LANE, 54.7 AH8419'M (179.5 FT) NORTH OF THE CENTER OF THE STREET, 10.7 M (35.1 FT) EAST AH8419'OF AND LEVEL WITH THE CENTER OF THE LANE, 3.9 M (12.8 FT) NORTH OF THE AH8419'CENTER OF A DRIVEWAY, AND 2.7 M (8.9 FT) EAST OF A UTILITY POLE. AH8419'NOTE-- ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AH8419 AH8419 STATION RECOVERY (2001) AH8419 AH8419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8419'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 AH8420 *********************************************************************** AH8420 DESIGNATION - Z 344 AH8420 PID - AH8420 AH8420 STATE/COUNTY- MI/KALAMAZOO AH8420 USGS QUAD - PORTAGE (1979) AH8420 AH8420 *CURRENT SURVEY CONTROL AH8420 ___________________________________________________________________ AH8420* NAD 83(1986)- 42 11 59. (N) 085 35 21. (W) SCALED AH8420* NAVD 88 - 267.602 (meters) 877.96 (feet) ADJUSTED AH8420 ___________________________________________________________________ AH8420 GEOID HEIGHT- -32.97 (meters) GEOID03 AH8420 DYNAMIC HT - 267.517 (meters) 877.68 (feet) COMP AH8420 MODELED GRAV- 980,298.2 (mgal) NAVD 88 AH8420 AH8420 VERT ORDER - FIRST CLASS II AH8420 AH8420.The horizontal coordinates were scaled from a topographic map and have AH8420.an estimated accuracy of +/- 6 seconds. AH8420 AH8420.The orthometric height was determined by differential leveling AH8420.and adjusted by the National Geodetic Survey in March 2005. AH8420 AH8420.The geoid height was determined by GEOID03. AH8420 AH8420.The dynamic height is computed by dividing the NAVD 88 AH8420.geopotential number by the normal gravity value computed on the AH8420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AH8420.degrees latitude (g = 980.6199 gals.). AH8420 AH8420.The modeled gravity was interpolated from observed gravity values. AH8420 AH8420; North East Units Estimated Accuracy AH8420;SPC MI S - 78,460. 3,899,040. MT (+/- 180 meters Scaled) AH8420 AH8420 SUPERSEDED SURVEY CONTROL AH8420 AH8420.No superseded survey control is available for this station. AH8420 AH8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM164729(NAD 83) AH8420_MARKER: DV = VERTICAL CONTROL DISK AH8420_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS AH8420_SP_SET: BUILDING FACE AH8420_STAMPING: Z 344 1992 AH8420_MARK LOGO: NGS AH8420_MAGNETIC: N = NO MAGNETIC MATERIAL AH8420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH8420+STABILITY: POSITION/ELEVATION WELL AH8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AH8420+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001 AH8420 AH8420 HISTORY - Date Condition Report By AH8420 HISTORY - 1992 MONUMENTED NGS AH8420 HISTORY - 20010528 GOOD NGS AH8420 AH8420 STATION DESCRIPTION AH8420 AH8420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK) AH8420'IN PORTAGE, SET VERTICALLY IN THE WEST FACE OF THE PUBLIC HIGH SCHOOL AH8420'AT 8111 SOUTH WESTNEDGE AVE, 17.0 M (55.8 FT) EAST OF THE CENTER OF AH8420'AVENUE, 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE, AND 0.5 M (1.6 FT) AH8420'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING. AH8420 AH8420 STATION RECOVERY (2001) AH8420 AH8420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR) AH8420'RECOVERED IN GOOD CONDITION. NOTE--THIS BUILDING IS NOW THE PORTAGE AH8420'PUBLIC SCHOOLS ADMINISTRATION BUILDING, NOT THE HIGH SCHOOL WHICH IS AH8420'THE NEXT BUILDING TO THE SOUTH.