1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0573 *********************************************************************** NH0573 DESIGNATION - A 222 RESET 1972 NH0573 PID - NH0573 NH0573 STATE/COUNTY- IL/WINNEBAGO NH0573 USGS QUAD - WINNEBAGO (1976) NH0573 NH0573 *CURRENT SURVEY CONTROL NH0573 ___________________________________________________________________ NH0573* NAD 83(1986)- 42 17 17. (N) 089 08 14. (W) SCALED NH0573* NAVD 88 - 226.37 (meters) 742.7 (feet) RESET NH0573 ___________________________________________________________________ NH0573 GEOID HEIGHT- -33.33 (meters) GEOID03 NH0573 NH0573 VERT ORDER - THIRD NH0573 NH0573.The horizontal coordinates were scaled from a topographic map and have NH0573.an estimated accuracy of +/- 6 seconds. NH0573 NH0573.The orthometric height was computed from unverified reset data. NH0573 NH0573.The geoid height was determined by GEOID03. NH0573 NH0573; North East Units Estimated Accuracy NH0573;SPC IL W - 624,590. 784,900. MT (+/- 180 meters Scaled) NH0573 NH0573 SUPERSEDED SURVEY CONTROL NH0573 NH0573.No superseded survey control is available for this station. NH0573 NH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM237839(NAD 83) NH0573_MARKER: DB = BENCH MARK DISK NH0573_SETTING: 0 = UNSPECIFIED SETTING NH0573_STAMPING: A 222 RESET 1972 NH0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0573 NH0573 HISTORY - Date Condition Report By NH0573 HISTORY - 1972 MONUMENTED ILHD NH0573 NH0573 STATION DESCRIPTION NH0573 NH0573'DESCRIBED BY IL HIGHWAY DEPT 1972 NH0573'3 MI W FROM ROCKFORD. NH0573'ABOUT 2.95 MILES WEST ALONG AUBURN STREET FROM THE INTERSECTION NH0573'OF NORTH MAIN STREET AT ROCKFORD, IN SECTION 17, T 44 N, R 1 E, NH0573'158.4 FEET WEST OF THE EAST 1/4 CORNER OF SECTION 17, DIRECTLY NH0573'SOUTH OF THE RUNWAY OF COTTONWOOD AIRPORT, ON THE CENTER LINE NH0573'OF AUBURN STREET, 154 FEET WEST OF THE CENTER LINE OF PIERPONT NH0573'AVENUE AND LOCATED IN THE CENTER OF THE MEDIAN, STATION 35 + 00. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0891 *********************************************************************** NH0891 DESIGNATION - AIRPORT A POINT 1975 NH0891 PID - NH0891 NH0891 STATE/COUNTY- IL/WINNEBAGO NH0891 USGS QUAD - ROCKFORD NORTH (1993) NH0891 NH0891 *CURRENT SURVEY CONTROL NH0891 ___________________________________________________________________ NH0891* NAD 83(1986)- 42 20 59. (N) 089 03 01. (W) SCALED NH0891* NAVD 88 - 224.70 (+/-2cm) 737.2 (feet) VERTCON NH0891 ___________________________________________________________________ NH0891 GEOID HEIGHT- -33.46 (meters) GEOID03 NH0891 NH0891 VERT ORDER - THIRD (See Below) NH0891 NH0891.The horizontal coordinates were scaled from a topographic map and have NH0891.an estimated accuracy of +/- 6 seconds. NH0891 NH0891.The NAVD 88 height was computed by applying the VERTCON shift value to NH0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) NH0891.The vertical order pertains to the NGVD 29 superseded value. NH0891 NH0891.The geoid height was determined by GEOID03. NH0891 NH0891; North East Units Estimated Accuracy NH0891;SPC IL W - 631,530. 791,980. MT (+/- 180 meters Scaled) NH0891 NH0891 SUPERSEDED SURVEY CONTROL NH0891 NH0891 NGVD 29 (06/09/05) 224.76 (m) 737.4 (f) RESET 3 NH0891 NH0891.Superseded values are not recommended for survey control. NH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0891.See file dsdata.txt to determine how the superseded data were derived. NH0891 NH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM311906(NAD 83) NH0891_MARKER: DB = BENCH MARK DISK NH0891_SETTING: 0 = UNSPECIFIED SETTING NH0891_STAMPING: AIRPORT 1935 A POINT BM RESET 1975 NH0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0891 NH0891 HISTORY - Date Condition Report By NH0891 HISTORY - 1975 MONUMENTED NGS NH0891 HISTORY - 19970606 MARK NOT FOUND USPSQD NH0891 NH0891 STATION DESCRIPTION NH0891 NH0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 NH0891'2.5 MI NORTH FROM LOVES PARK. NH0891'2.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF RIVERSIDE NH0891'BOULEVARD IN LOVES PARK, ACROSS THE HIGHWAY AND ALONG THE WEST SERVICE NH0891'ROAD OF FRANKLIN MIDDLE SCHOOL, 112 FEET WEST OF CENTERLINE OF THE NH0891'SOUTHBOUND TRAFFIC OF U.S. HIGHWAY 51, 19 FEET EAST OF THE CENTERLINE NH0891'OF THE SERVICE ROAD, AND MARK BEING AN ALUMINUM MONUMENT. NH0891'THE MARK IS 1 FT S FROM A WITNESS POST. NH0891 NH0891 STATION RECOVERY (1997) NH0891 NH0891'RECOVERY NOTE BY US POWER SQUADRON 1997 NH0891'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0571 *********************************************************************** NH0571 DESIGNATION - B 222 RESET 1972 NH0571 PID - NH0571 NH0571 STATE/COUNTY- IL/WINNEBAGO NH0571 USGS QUAD - WINNEBAGO (1976) NH0571 NH0571 *CURRENT SURVEY CONTROL NH0571 ___________________________________________________________________ NH0571* NAD 83(1986)- 42 17 17. (N) 089 07 39. (W) SCALED NH0571* NAVD 88 - 225.88 (meters) 741.1 (feet) RESET NH0571 ___________________________________________________________________ NH0571 GEOID HEIGHT- -33.34 (meters) GEOID03 NH0571 NH0571 VERT ORDER - THIRD NH0571 NH0571.The horizontal coordinates were scaled from a topographic map and have NH0571.an estimated accuracy of +/- 6 seconds. NH0571 NH0571.The orthometric height was computed from unverified reset data. NH0571 NH0571.The geoid height was determined by GEOID03. NH0571 NH0571; North East Units Estimated Accuracy NH0571;SPC IL W - 624,600. 785,700. MT (+/- 180 meters Scaled) NH0571 NH0571 SUPERSEDED SURVEY CONTROL NH0571 NH0571.No superseded survey control is available for this station. NH0571 NH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245839(NAD 83) NH0571_MARKER: DB = BENCH MARK DISK NH0571_SETTING: 0 = UNSPECIFIED SETTING NH0571_STAMPING: B 222 RESET 1972 NH0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0571 NH0571 HISTORY - Date Condition Report By NH0571 HISTORY - 1972 MONUMENTED ILHD NH0571 NH0571 STATION DESCRIPTION NH0571 NH0571'DESCRIBED BY IL HIGHWAY DEPT 1972 NH0571'2.4 MI W FROM ROCKFORD. NH0571'ABOUT 2.45 MILES WEST ALONG AUBURN STREET FROM THE INTERSECTION NH0571'OF NORTH MAIN STREET, IN SECTION 16, T 44 N, R 1 E, ON THE CENTER NH0571'LINE OF AUBURN STREET, 181 FEET EAST OF THE CENTER LINE OF DAY NH0571'AVENUE AND LOCATED IN THE CENTER OF THE MEDIAN AT STATION 56 NH0571'+ 97. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH1689 *********************************************************************** NH1689 DESIGNATION - GREATER 2 NH1689 PID - NH1689 NH1689 STATE/COUNTY- IL/WINNEBAGO NH1689 USGS QUAD - ROCKFORD SOUTH (1993) NH1689 NH1689 *CURRENT SURVEY CONTROL NH1689 ___________________________________________________________________ NH1689* NAD 83(1986)- 42 12 03. (N) 089 05 45. (W) SCALED NH1689* NAVD 88 - 221.49 (meters) 726.7 (feet) RESET NH1689 ___________________________________________________________________ NH1689 GEOID HEIGHT- -33.20 (meters) GEOID03 NH1689 NH1689 VERT ORDER - THIRD NH1689 NH1689.This mark is at Greater Rockford Airport (RFD) NH1689 NH1689.The horizontal coordinates were scaled from a topographic map and have NH1689.an estimated accuracy of +/- 6 seconds. NH1689 NH1689.The orthometric height was computed from unverified reset data. NH1689.No vertical observational check was made to the station. NH1689 NH1689.The geoid height was determined by GEOID03. NH1689 NH1689; North East Units Estimated Accuracy NH1689;SPC IL W - 614,940. 788,440. MT (+/- 180 meters Scaled) NH1689 NH1689 SUPERSEDED SURVEY CONTROL NH1689 NH1689 NGVD 29 (06/09/05) 221.54 (m) 726.8 (f) RESET 3 NH1689 NH1689.Superseded values are not recommended for survey control. NH1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1689.See file dsdata.txt to determine how the superseded data were derived. NH1689 NH1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83) NH1689_MARKER: DH = HORIZONTAL CONTROL DISK NH1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH1689_SP_SET: CONCRETE POST NH1689_STAMPING: GREATER 2 1987 NH1689_MARK LOGO: NGS NH1689_PROJECTION: PROJECTING 3 CENTIMETERS NH1689_MAGNETIC: N = NO MAGNETIC MATERIAL NH1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH1689+STABILITY: SURFACE MOTION NH1689 NH1689 HISTORY - Date Condition Report By NH1689 HISTORY - 1987 MONUMENTED NGS NH1689 HISTORY - 19870427 GOOD NGS NH1689 HISTORY - 19970323 MARK NOT FOUND USPSQD NH1689 NH1689 STATION DESCRIPTION NH1689 NH1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 NH1689'IN ROCKFORD. NH1689'LOCATED IN SEC. 14, R1E, T43N AT THE GREATER ROCKFORD AIRPORT. TO NH1689'REACH FROM THE JUNCTION OF AIRPORT DRIVE AND THE WEST ENTRANCE TO THE NH1689'AIRPORT TERMINAL BUILDING, GO SOUTH ON WEST ENTRANCE ROAD FOR 0.16 KM NH1689'(0.10 MI) TO WHERE CHAIN LINK FENCE ALONG WEST SIDE OF ENTRANCE ROAD NH1689'TURNS RIGHT, WEST, TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO A NH1689'GATE AND THE MARK ON RIGHT, 94.48 M (310.0 FT) WEST FROM THE WEST NH1689'ENTRANCE DOOR OF NEW TERMINAL, 23.6 M (77.4 FT) NORTH-NORTHEAST FROM NH1689'THE NORTHEAST CORNER OF THE HARTZOG FLIGHT TERMINAL HANGER, 34.7 M NH1689'(113.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A HANGER, 21.3 M NH1689'(69.9 FT) WEST-SOUTHWEST FROM THE CONCRETE ABUTMENT HOLDING THE NH1689'NOAA/AIRPORT WEATHER EQUIPMENT, 6.4 M (21.0 FT) EAST FROM THE NH1689'NORTHWEST GATE POST OF FENCE AND 0.61 M (2.0 FT) NORTH FROM AN NH1689'EAST-WEST FENCE LINE. NH1689 NH1689 STATION RECOVERY (1987) NH1689 NH1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR) NH1689'THE STATION IS LOCATED AT THE GREATER ROCKFORD AIRPORT TO THE N SIDE NH1689'OF A CHAIN LINK FENCE AND THE ENTRANCE GATE TO SCHNECK AND T HANGER NH1689'AND AT THE W SIDE OF THE MAIN TERMINAL BUILDING. ONWERSHIP GREATER NH1689'ROCKFORD AIRPORT PERMISSION WAS OBTAINED FROM MR GENE GRIFFEY, GROUNDS NH1689'AND MAINTENANCE SUPERINTENDANT. TO REACH THE STATION FROM THE NH1689'JUNCTION OF AIRPORT DRIVE AND THE W ENTRANCE TO THE AIRPORT TERMINAL NH1689'BUILDING, GO S ON W ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO WHERE CHAIN NH1689'LINK FENCE ALONG W SIDE OF ENTRANCE ROAD TURNS RIGHT, W. TURN RIGHT NH1689'AND GO W FOR 0.08 KM (0.05 MI) TO A GATE AND STATION ON RIGHT AS NH1689'DESCRIBED. NH1689' NH1689'THE STATION IS STANDARD NGS DISK STAMPED---GREATER 2 1987---, SET INTO NH1689'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER, NH1689'PROJECTING 3 CM (1 INCH) ABOVE THE GROUND. THE STATION IS LOCATED NH1689'94.488 METERS (309.999 FT) W FROM THE W ENTRANCE DOOR OF NEW TERMINAL NH1689'BUILDING, 23.622 METERS (77.500 FT) NNE FROM THE NE CORNER OF THE NH1689'HARTZOG FLIGHT TERMINAL HANGER, 34.747 METERS (113.999 FT) SE FOM THE NH1689'SE CORNER OF A HANGER, 21.336 METERS (70.000 FT) WSW FROM THE CONCRETE NH1689'ABUTMENT HOLDING NOAA/AIRPORT WEATHER EQUIPMENT, 0.610 METERS (2.001 NH1689'FT) N FROM A E-W FENCE LINE AND 6.40 METERS (21.00 FT) E FROM THE NW NH1689'GATE POST. AZ MK NO 1, IS STANDARD NGS DISK STAMPED---GREATER NH1689'1954---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM (12 NH1689'INCHES) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 15.240 NH1689'METERS (50.000 FT) NW FROM THE CENTER OF AIRPORT DRIVE, 2.743 METERS NH1689'(8.999 FT) NE FROM A 24 INCH OAK TREE AND 0.305 METERS (1.001 FT) SW NH1689'FROM A METAL WITNESS POST. TO REACH THE AZ MK FROM THE W ENTRANCE TO NH1689'AIRPORT TERMINAL, GO E ALONG AIRPORT DRIVE FOR 0.48 KM (0.30 MI) TO NH1689'MARK ON LEFT AS DESCRIBED. NH1689 NH1689 STATION RECOVERY (1997) NH1689 NH1689'RECOVERY NOTE BY US POWER SQUADRON 1997 NH1689'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0600 *********************************************************************** NH0600 DESIGNATION - GREATER RM 4 NH0600 PID - NH0600 NH0600 STATE/COUNTY- IL/WINNEBAGO NH0600 USGS QUAD - ROCKFORD SOUTH (1993) NH0600 NH0600 *CURRENT SURVEY CONTROL NH0600 ___________________________________________________________________ NH0600* NAD 83(1986)- 42 12 03. (N) 089 05 45. (W) SCALED NH0600* NAVD 88 - 222.12 (meters) 728.7 (feet) RESET NH0600 ___________________________________________________________________ NH0600 GEOID HEIGHT- -33.20 (meters) GEOID03 NH0600 NH0600 VERT ORDER - THIRD NH0600 NH0600.This mark is at Greater Rockford Airport (RFD) NH0600 NH0600.The horizontal coordinates were scaled from a topographic map and have NH0600.an estimated accuracy of +/- 6 seconds. NH0600 NH0600.The orthometric height was computed from unverified reset data. NH0600 NH0600.The geoid height was determined by GEOID03. NH0600 NH0600; North East Units Estimated Accuracy NH0600;SPC IL W - 614,940. 788,440. MT (+/- 180 meters Scaled) NH0600 NH0600 SUPERSEDED SURVEY CONTROL NH0600 NH0600.No superseded survey control is available for this station. NH0600 NH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83) NH0600_MARKER: DR = REFERENCE MARK DISK NH0600_SETTING: 30 = SET IN A LIGHT STRUCTURE NH0600_SP_SET: SIDEWALK NH0600_STAMPING: GREATER 1954 NO 4 1972 NH0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH0600 NH0600 HISTORY - Date Condition Report By NH0600 HISTORY - 1972 MONUMENTED NGS NH0600 NH0600 STATION DESCRIPTION NH0600 NH0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 NH0600'3 MI S FROM ROCKFORD. NH0600'LOCATED AT THE GREATER ROCKFORD AIRPORT, ABOUT 200 FEET WEST OF NH0600'THE NORTHWEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING, SET NH0600'IN DRILL HOLE IN CONCRETE SIDEWALK SURROUNDING A GRASSY AREA, 25 NH0600'FEET SOUTHWEST OF A METAL STORM DRAIN COVER, 63 FEET SOUTH OF NH0600'A FIRE HYDRANT, 5 FEET EAST OF EAST CURB OF PARKING LOT AND 6 NH0600'INCHES WEST OF THE EAST EDGE OF SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH1690 *********************************************************************** NH1690 DESIGNATION - GREATER RM 5 NH1690 PID - NH1690 NH1690 STATE/COUNTY- IL/WINNEBAGO NH1690 USGS QUAD - ROCKFORD SOUTH (1993) NH1690 NH1690 *CURRENT SURVEY CONTROL NH1690 ___________________________________________________________________ NH1690* NAD 83(1986)- 42 12 03. (N) 089 05 45. (W) SCALED NH1690* NAVD 88 - 222.39 (meters) 729.6 (feet) RESET NH1690 ___________________________________________________________________ NH1690 GEOID HEIGHT- -33.20 (meters) GEOID03 NH1690 NH1690 VERT ORDER - THIRD NH1690 NH1690.This mark is at Greater Rockford Airport (RFD) NH1690 NH1690.The horizontal coordinates were scaled from a topographic map and have NH1690.an estimated accuracy of +/- 6 seconds. NH1690 NH1690.The orthometric height was computed from unverified reset data. NH1690.No vertical observational check was made to the station. NH1690 NH1690.The geoid height was determined by GEOID03. NH1690 NH1690; North East Units Estimated Accuracy NH1690;SPC IL W - 614,940. 788,440. MT (+/- 180 meters Scaled) NH1690 NH1690 SUPERSEDED SURVEY CONTROL NH1690 NH1690 NGVD 29 (06/09/05) 222.44 (m) 729.8 (f) RESET 3 NH1690 NH1690.Superseded values are not recommended for survey control. NH1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH1690.See file dsdata.txt to determine how the superseded data were derived. NH1690 NH1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83) NH1690_MARKER: DR = REFERENCE MARK DISK NH1690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. NH1690_SP_SET: CURB NH1690_STAMPING: GREATER 1954 RM 5 1984 NH1690_MARK LOGO: NGS NH1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY NH1690 NH1690 HISTORY - Date Condition Report By NH1690 HISTORY - 1984 MONUMENTED NGS NH1690 HISTORY - 19970323 MARK NOT FOUND USPSQD NH1690 NH1690 STATION DESCRIPTION NH1690 NH1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 NH1690'8.0 KM (5.00 MI) SOUTH FROM ROCKFORD. NH1690'AT THE GREATER ROCKFORD AIRPORT, IN S-14, R-1E, T-43N, IN THE SOUTH NH1690'CURB OF DRIVE AROUND A GRASSY CIRCLE BETWEEN THE AIRPORT TERMINAL AND NH1690'THE ADMINISTRATION BUILDING, 14.6 M (47.9 FT) EAST FROM A METAL NH1690'LAMPPOST, 28.0 M (91.9 FT) WEST FROM ANOTHER METAL LAMPPOST, 4.8 M NH1690'(15.7 FT) NORTHWEST FROM THE WEST GATE POST AT GATE NUMBER 5 AND 2.7 M NH1690'(8.9 FT) NORTH FROM A EAST-WEST FENCE. NH1690'THE MARK IS 1.0 M ABOVE STATION GREATER 1954. NH1690 NH1690 STATION RECOVERY (1997) NH1690 NH1690'RECOVERY NOTE BY US POWER SQUADRON 1997 NH1690'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7251 *********************************************************************** AB7251 DESIGNATION - N 222 RESET AB7251 PID - AB7251 AB7251 STATE/COUNTY- IL/WINNEBAGO AB7251 USGS QUAD - ROCKFORD NORTH (1993) AB7251 AB7251 *CURRENT SURVEY CONTROL AB7251 ___________________________________________________________________ AB7251* NAD 83(1986)- 42 16 10. (N) 089 05 28. (W) SCALED AB7251* NAVD 88 - 219.16 (meters) 719.0 (feet) RESET AB7251 ___________________________________________________________________ AB7251 GEOID HEIGHT- -33.32 (meters) GEOID03 AB7251 AB7251 VERT ORDER - THIRD AB7251 AB7251.The horizontal coordinates were scaled from a topographic map and have AB7251.an estimated accuracy of +/- 6 seconds. AB7251 AB7251.The orthometric height was computed from unverified reset data. AB7251 AB7251.The geoid height was determined by GEOID03. AB7251 AB7251; North East Units Estimated Accuracy AB7251;SPC IL W - 622,570. 788,730. MT (+/- 180 meters Scaled) AB7251 AB7251 SUPERSEDED SURVEY CONTROL AB7251 AB7251.No superseded survey control is available for this station. AB7251 AB7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM275818(NAD 83) AB7251_MARKER: DV = VERTICAL CONTROL DISK AB7251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AB7251_SP_SET: BRIDGE ABUTMENT AB7251_STAMPING: N 222 RESET 1991 AB7251_MARK LOGO: NGS AB7251_MAGNETIC: N = NO MAGNETIC MATERIAL AB7251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7251+SATELLITE: SATELLITE OBSERVATIONS - 1991 AB7251 AB7251 HISTORY - Date Condition Report By AB7251 HISTORY - 1991 MONUMENTED NGS AB7251 AB7251 STATION DESCRIPTION AB7251 AB7251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RKB) AB7251'STATION IS LOCATED AT ROCKFORD, NORTH OF AND ACROSS STATE STREET FROM AB7251'THE ROCKFORD REGISTER STAR NEWSPAPER TOWER, 1.9 M (6.2 FT) NORTH OF AB7251'THE NORTH CURB OF STATE STREET, 0.7 M (2.3 FT) SOUTH OF THE NORTH EDGE AB7251'OF ABUTMENT/SIDEWALK AT THE EAST END OF THE STATE STREET BRIDGE OVER AB7251'ROCK RIVER, SET IN A DRILL HOLE AND LEVEL WITH THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7253 *********************************************************************** AB7253 DESIGNATION - P 222 RESET AB7253 PID - AB7253 AB7253 STATE/COUNTY- IL/WINNEBAGO AB7253 USGS QUAD - ROCKFORD NORTH (1993) AB7253 AB7253 *CURRENT SURVEY CONTROL AB7253 ___________________________________________________________________ AB7253* NAD 83(1986)- 42 15 44. (N) 089 05 11. (W) SCALED AB7253* NAVD 88 - 230.23 (meters) 755.3 (feet) RESET AB7253 ___________________________________________________________________ AB7253 GEOID HEIGHT- -33.31 (meters) GEOID03 AB7253 AB7253 VERT ORDER - THIRD AB7253 AB7253.The horizontal coordinates were scaled from a topographic map and have AB7253.an estimated accuracy of +/- 6 seconds. AB7253 AB7253.The orthometric height was computed from unverified reset data. AB7253 AB7253.The geoid height was determined by GEOID03. AB7253 AB7253; North East Units Estimated Accuracy AB7253;SPC IL W - 621,770. 789,130. MT (+/- 180 meters Scaled) AB7253 AB7253 SUPERSEDED SURVEY CONTROL AB7253 AB7253.No superseded survey control is available for this station. AB7253 AB7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM279809(NAD 83) AB7253_MARKER: DV = VERTICAL CONTROL DISK AB7253_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB7253_SP_SET: BRIDGE HEADWALL AB7253_STAMPING: P 222 RESET 1991 AB7253_MARK LOGO: NGS AB7253_MAGNETIC: N = NO MAGNETIC MATERIAL AB7253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7253+SATELLITE: SATELLITE OBSERVATIONS - 1991 AB7253 AB7253 HISTORY - Date Condition Report By AB7253 HISTORY - 1991 MONUMENTED NGS AB7253 AB7253 STATION DESCRIPTION AB7253 AB7253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RKB) AB7253'STATION IS LOCATED ALONG KISHWAUKEE STREET AT ROCKFORD, IN S-26, R-1E, AB7253'T-44N, SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A BRIDGE OVER THE AB7253'CHICAGO AND NORTH WESTERN RAILROAD, 2.0 M (6.6 FT) EAST OF THE EAST AB7253'CURB OF KISHWAUKEE STREET, AND 0.2 M (0.7 FT) EAST OF THE SOUTH END OF AB7253'THE EAST RAILING. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0893 *********************************************************************** NH0893 DESIGNATION - ROCKTON RM 3 NH0893 PID - NH0893 NH0893 STATE/COUNTY- IL/WINNEBAGO NH0893 USGS QUAD - SOUTH BELOIT (1993) NH0893 NH0893 *CURRENT SURVEY CONTROL NH0893 ___________________________________________________________________ NH0893* NAD 83(1986)- 42 27 40. (N) 089 04 12. (W) SCALED NH0893* NAVD 88 - 227.38 (+/-2cm) 746.0 (feet) VERTCON NH0893 ___________________________________________________________________ NH0893 GEOID HEIGHT- -33.61 (meters) GEOID03 NH0893 NH0893 VERT ORDER - THIRD (See Below) NH0893 NH0893.The horizontal coordinates were scaled from a topographic map and have NH0893.an estimated accuracy of +/- 6 seconds. NH0893 NH0893.The NAVD 88 height was computed by applying the VERTCON shift value to NH0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) NH0893.The vertical order pertains to the NGVD 29 superseded value. NH0893 NH0893.The geoid height was determined by GEOID03. NH0893 NH0893; North East Units Estimated Accuracy NH0893;SPC IL W - 643,880. 790,200. MT (+/- 180 meters Scaled) NH0893 NH0893 SUPERSEDED SURVEY CONTROL NH0893 NH0893 NGVD 29 (06/09/05) 227.44 (m) 746.2 (f) RESET 3 NH0893 NH0893.Superseded values are not recommended for survey control. NH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0893.See file dsdata.txt to determine how the superseded data were derived. NH0893 NH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN298030(NAD 83) NH0893_MARKER: DR = REFERENCE MARK DISK NH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT NH0893_STAMPING: ROCKTON 1920 NO 3 1978 NH0893_PROJECTION: PROJECTING 3 CENTIMETERS NH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0893+STABILITY: SURFACE MOTION NH0893 NH0893 HISTORY - Date Condition Report By NH0893 HISTORY - 1978 MONUMENTED NGS NH0893 HISTORY - 19970530 MARK NOT FOUND USPSQD NH0893 NH0893 STATION DESCRIPTION NH0893 NH0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 NH0893'IN ROCKTON. NH0893'IN ROCKTON, NEAR THE NORTHEAST PART OF TOWN, 51 FEET EAST OF TH EAST NH0893'RAIL OF THE RAILROAD, 2.5 FEET EAST OF A TELEPHONE POLE.TO REACH FROM NH0893'THE INTERSECTION OF MAIN STREET AND BLACKHAWK STREET IN ROCKTON, GO NH0893'NORTH AND NORTHEAST ON BLACKHAWK STREET FOR 0.45 MILE TO THE NH0893'INTERSECTION WITH GREEN STREET TURN LEFT ON GREEN STREET AND GO FOR NH0893'0.25 MILE AND THE MONUMENT. NH0893'THE MARK IS 47 FT W FROM A WITNESS POST. NH0893'THE MARK IS 0.5 FT ABOVE TRACKS. NH0893 NH0893 STATION RECOVERY (1997) NH0893 NH0893'RECOVERY NOTE BY US POWER SQUADRON 1997 NH0893'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 NH0523 *********************************************************************** NH0523 DESIGNATION - SHAW RESET NH0523 PID - NH0523 NH0523 STATE/COUNTY- IL/WINNEBAGO NH0523 USGS QUAD - SOUTH BELOIT (1993) NH0523 NH0523 *CURRENT SURVEY CONTROL NH0523 ___________________________________________________________________ NH0523* NAD 83(1997)- 42 28 25.46899(N) 089 03 38.85439(W) ADJUSTED NH0523* NAVD 88 - 229.69 (meters) 753.6 (feet) RESET NH0523 ___________________________________________________________________ NH0523 LAPLACE CORR- -0.45 (seconds) DEFLEC99 NH0523 GEOID HEIGHT- -33.62 (meters) GEOID03 NH0523 NH0523 HORZ ORDER - SECOND NH0523 VERT ORDER - THIRD NH0523 NH0523.The horizontal coordinates were established by classical geodetic methods NH0523.and adjusted by the National Geodetic Survey in October 1999. NH0523 NH0523.The orthometric height was computed from unverified reset data. NH0523.No vertical observational check was made to the station. NH0523 NH0523.The Laplace correction was computed from DEFLEC99 derived deflections. NH0523 NH0523.The geoid height was determined by GEOID03. NH0523 NH0523; North East Units Scale Factor Converg. NH0523;SPC IL W - 645,294.300 790,934.916 MT 1.00004288 +0 44 48.5 NH0523;UTM 16 - 4,704,434.979 330,598.504 MT 0.99995308 -1 23 30.8 NH0523 NH0523! - Elev Factor x Scale Factor = Combined Factor NH0523!SPC IL W - 0.99996925 x 1.00004288 = 1.00001213 NH0523!UTM 16 - 0.99996925 x 0.99995308 = 0.99992233 NH0523 NH0523|---------------------------------------------------------------------| NH0523| PID Reference Object Distance Geod. Az | NH0523| dddmmss.s | NH0523| NH0522 SHAW RM 9.570 METERS 30828 | NH0523|---------------------------------------------------------------------| NH0523 NH0523 SUPERSEDED SURVEY CONTROL NH0523 NH0523 NAD 83(1997)- 42 28 25.46898(N) 089 03 38.85435(W) AD( ) 2 NH0523 NAD 83(1997)- 42 28 25.46564(N) 089 03 38.85457(W) AD( ) 2 NH0523 NAD 83(1986)- 42 28 25.46449(N) 089 03 38.85912(W) AD( ) 2 NH0523 NGVD 29 (??/??/??) 229.75 (m) 753.8 (f) RESET 3 NH0523 NH0523.Superseded values are not recommended for survey control. NH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NH0523.See file dsdata.txt to determine how the superseded data were derived. NH0523 NH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3059904435(NAD 83) NH0523_MARKER: DS = TRIANGULATION STATION DISK NH0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NH0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT NH0523_STAMPING: SHAW 1920 1964 NH0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NH0523+STABILITY: SURFACE MOTION NH0523 NH0523 HISTORY - Date Condition Report By NH0523 HISTORY - 1964 MONUMENTED CGS NH0523 HISTORY - 1964 SEE DESCRIPTION CGS NH0523 HISTORY - 1964 SEE DESCRIPTION CGS NH0523 HISTORY - 1965 SEE DESCRIPTION CGS NH0523 HISTORY - 1971 SEE DESCRIPTION USGS NH0523 NH0523 STATION DESCRIPTION NH0523 NH0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 NH0523'1.2 MI NNE FROM ROCKTON. NH0523'ABOUT 1.0 MILES NLY ALONG CHICAGO, MILWAUKEE AND ST. PAUL NH0523'RAILROAD FROM THE OLD R.R. STATION IN THE FORK OF THE R.R. TRACKS NH0523'AND ON THE PRESENT N EDGE OF THE TOWN OF ROCKTON, AN ESTIMATED NH0523'0.2 MILE NE OF THE RESEARCH BUILDING OF THE BELOIT CORPORATION NH0523'(PRINTING MACHINERY), ABOUT 105 YARDS SW OF A LARGE CONCRETE NH0523'PIPE CULVERT UNDER THE R.R., 45 YARDS SW OF NE END OF LONG R.R. NH0523'CURVE, 61.3 FEET N OF NO. 71 TELEPHONE POLE, 11 FEET SW OF CENTER NH0523'LINE OF OLD TRACE ROAD, 4.2 FEET NW OF NW RAIL, 0.9 FOOT LOWER NH0523'THAN TOP OF SAME, 3.7 FEET NW OF PROJECTED LINE OF NW RAIL IN NH0523'THE TANGENT FROM THE NE, AND A BIT UNDERGROUND. NOTE-- THE NH0523'ELEVATION OF THE SUBJECT MARK WAS DETERMINED ONLY FROM SHAW R.M. NH0523'WHICH HAS EVIDENTLY BEEN DISTURBED SINCE ITS ELEVATION WAS NH0523'DETERMINED ORIGINALLY. NH0523 NH0523 STATION RECOVERY (1964) NH0523 NH0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS) NH0523'RECOVERED ONLY THE SUBSURFACE STATION MARK IN GOOD CONDITION NH0523'AND THE APPARENTLY AND EVIDENTLY DISTURBED REFERENCE MARK. NH0523'THE UPROOTED SURFACE STATION MARK WAS FOUND ABOUT 25 YARDS NH0523'SW OF THE DESCRIBED LOCATION. A NEW SURFACE STATION MARK NH0523'WAS SET AND LEVELS RUN THERETO EVEN SO FROM THE DISTURBED NH0523'REFERENCE MARK WHICH IS EVIDENTLY A U.S.C. AND G.S. BENCH NH0523'MARK (SEE THE ORIGINAL DESCRIPTION IN WHICH ELEVATIONS ARE RECORDED). NH0523' NH0523'ABOUT 1.0 MILES NORTHERLY ALONG THE CHICAGO, MILWAUKEE AND ST. NH0523'PAUL RAILROAD FROM THE OLD R.R. STATION IN THE FORK OF THE R.R. NH0523'TRACKS AND ON THE PRESENT N EDGE OF THE TOWN OF ROCKTON, AN NH0523'ESTIMATED 0.2 MILE NE OF THE RESEARCH BUILDING OF THE BELOIT NH0523'CORPORATION (PRINTING MACHINERY), ABOUT 45 YARDS SW OF NE END NH0523'OF LONG R.R. CURVE, ABOUT 105 YARDS SW OF LARGE CONCRETE PIPE NH0523'CULVERT UNDER THE R.R., 61.3 FEET N OF NO. 71 TELEPHONE NH0523'POLE, 11 FEET SW OF CENTER LINE OF TRACE OF OLD PRIVATE ROAD, NH0523'4.2 FEET NW OF NW RAIL, 0.9 FOOT LOWER THAN TOP OF SAME, 3.7 NH0523'FEET NW OF PROJECTED LINE OF NW RAIL IN THE TANGENT FROM NE, NH0523'AND A BIT UNDERGROUND. SUBSURFACE MARK IS A REFERENCE MARK NH0523'DISK STAMPED SHAW 1920 SET IN SMALL MASS OF CONCRETE, SURFACE NH0523'MARK IS TRI. STA. DISK STAMPED SHAW 1920 1964. NH0523' NH0523'THE ONE REFERENCE MARK IS STAMPED SHAW 1920 FLUSH, NH0523'IS 9.659 METERS OR 31.69 FEET (ORIGINALLY 31.40) NW, NH0523'N 51 DEG 32 MIN W FROM THE STATION, 35 FEET NW OF NW RAIL, ABOUT NH0523'LEVEL WITH THE TOP OF SAME, 10 FEET S OF CENTER LINE OF THE NH0523'TRACE OF OLD ROAD, 5 FEET SE OF R/W FENCE, AND 1.0 FEET ENE OF NH0523'STEEL WITNESS POST. NH0523 NH0523 STATION RECOVERY (1965) NH0523 NH0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB) NH0523'THIS STATION RECOVERED AND FOUND IN GOOD CONDITION BUT THE NH0523'REFERENCE MARK WAS FOUND TO BE TILTED. A REQUEST WAS RECEIVED NH0523'TO MOVE THE STATION OUT OF THE WAY OF CONSTRUCTION OF AN OVERPASS NH0523'OVER THE RAILROAD. THERE WERE NO OBJECTS VISIBLE FROM THE GROUND NH0523'SO THIS STATION AND REFERENCE MARK WERE DESTROYED. NH0523' NH0523'STATION SHAW HAD BEEN USED FOR THE AZIMUTH MARK FOR STATION NH0523'ROCKTON BUT THESE STATIONS WERE NO LONGER INTERVISABLE. NH0523 NH0523 STATION RECOVERY (1971) NH0523 NH0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 NH0523'STATION SHAW, THE DESTROYED CONDITION IS ASSUMED. HOWEVER, NH0523'ALL REFERENCES ARE IN AGREEMENT AND WOULD PLACE THE MARK ABOUT NH0523'20 FEET SOUTH OF THE NORTH END OF A NEWLY CONSTRUCTED OVERPASS. NH0523'THE OVERPASS WAS BUILT IN 1965. NH0523' NH0523'STATION SHAW R.M., THE DESTROYED CONDITION IS ASSUMED. HOWEVER, NH0523'ALL REFERENCES ARE IN AGREEMENT AND WOULD PLACE THE MARK ABOUT 20 NH0523'FEET SOUTH OF THE NORTH END OF A NEWLY CONSTRUCTED OVERPASS. NH0523' NH0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 NH0523'MI N ALONG THE C.M.ST.P. AND P. RR FROM THE OLD RR STA AT NH0523'ROCKTON 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AH3058 *********************************************************************** AH3058 DESIGNATION - WIN2 1B AH3058 PID - AH3058 AH3058 STATE/COUNTY- IL/WINNEBAGO AH3058 USGS QUAD - ROCKFORD NORTH (1993) AH3058 AH3058 *CURRENT SURVEY CONTROL AH3058 ___________________________________________________________________ AH3058* NAD 83(1997)- 42 22 05.57981(N) 089 04 40.12460(W) ADJUSTED AH3058* NAVD 88 - 243.2 (meters) 798. (feet) GPS OBS AH3058 ___________________________________________________________________ AH3058 X - 75,961.102 (meters) COMP AH3058 Y - -4,719,077.422 (meters) COMP AH3058 Z - 4,276,051.874 (meters) COMP AH3058 LAPLACE CORR- -0.94 (seconds) DEFLEC99 AH3058 ELLIP HEIGHT- 209.69 (meters) (12/06/04) GPS OBS AH3058 GEOID HEIGHT- -33.48 (meters) GEOID03 AH3058 AH3058 HORZ ORDER - FIRST AH3058 ELLP ORDER - FOURTH CLASS I AH3058 AH3058.The horizontal coordinates were established by GPS observations AH3058.and adjusted by the National Geodetic Survey in September 1998. AH3058 AH3058.The orthometric height was determined by GPS observations and a AH3058.high-resolution geoid model. AH3058 AH3058.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH3058 AH3058.The Laplace correction was computed from DEFLEC99 derived deflections. AH3058 AH3058.The ellipsoidal height was determined by GPS observations AH3058.and is referenced to NAD 83. AH3058 AH3058.The geoid height was determined by GEOID03. AH3058 AH3058; North East Units Scale Factor Converg. AH3058;SPC IL W - 633,554.847 789,685.686 MT 1.00004011 +0 44 01.8 AH3058;UTM 16 - 4,692,751.251 328,912.628 MT 0.99996015 -1 24 02.0 AH3058 AH3058! - Elev Factor x Scale Factor = Combined Factor AH3058!SPC IL W - 0.99996711 x 1.00004011 = 1.00000722 AH3058!UTM 16 - 0.99996711 x 0.99996015 = 0.99992727 AH3058 AH3058: Primary Azimuth Mark Grid Az AH3058:SPC IL W - WIN2 1A 270 39 25.4 AH3058:UTM 16 - WIN2 1A 272 47 29.2 AH3058 AH3058|---------------------------------------------------------------------| AH3058| PID Reference Object Distance Geod. Az | AH3058| dddmmss.s | AH3058| AH3059 WIN2 1A APPROX. 0.8 KM 2712327.2 | AH3058|---------------------------------------------------------------------| AH3058 AH3058 SUPERSEDED SURVEY CONTROL AH3058 AH3058 ELLIP H (09/15/98) 209.75 (m) GP( ) 3 1 AH3058 AH3058.Superseded values are not recommended for survey control. AH3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH3058.See file dsdata.txt to determine how the superseded data were derived. AH3058 AH3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2891392751(NAD 83) AH3058_MARKER: I = METAL ROD AH3058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH3058_STAMPING: WIN2-1B AH3058_MARK LOGO: ILDT AH3058_PROJECTION: RECESSED 3 CENTIMETERS AH3058_MAGNETIC: N = NO MAGNETIC MATERIAL AH3058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH3058+STABILITY: POSITION/ELEVATION WELL AH3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH3058+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004 AH3058_ROD/PIPE-DEPTH: 4.0 meters AH3058_SLEEVE-DEPTH : 0.9 meters AH3058 AH3058 HISTORY - Date Condition Report By AH3058 HISTORY - 1996 MONUMENTED SECI AH3058 HISTORY - 20040310 GOOD ASCPC AH3058 AH3058 STATION DESCRIPTION AH3058 AH3058'DESCRIBED BY SMITH ENG CONS INC 1996 (SWH) AH3058'STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) NORTH OF ROCKFORD, AH3058'2.3 MI (3.7 KM) NORTHWEST OF MACHESNEY PARK, 6.0 MI (9.7 KM) SOUTH OF AH3058'ROCKTON IN THE NORTHWEST 1/4 OF SECTION 24, T 45 N, R 1 E. TO REACH AH3058'FROM THE JUNCTION OF ILLINOIS ROUTE 2 AND ILLINOIS ROUTE 75, PROCEED AH3058'SOUTH ALONG ILLINOIS ROUTE 2 FOR APPROXIMATELY 7.1 MI (11.4 KM) TO THE AH3058'STATION LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF AH3058'ILLINOIS ROUTE 2 AND LATHAM ROAD. THE STATION IS LOCATED 117 FT (35.7 AH3058'M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 2, 52.4 FT (16.0 M) SOUTH AH3058'OF THE CENTERLINE OF LATHAM ROAD, 116 FT (35.4 M) NORTHWEST OF THE AH3058'CENTER OF THE OFF RAMP, 136.9 FT (41.7 M) SOUTHEAST OF A POWER POLE AH3058'WITH A LIGHT AND TRANSFORMER, 104.7 FT (31.9 M) WEST OF THE WEST END AH3058'OF A CORRUGATED METAL PIPE UNDER THE OFF RAMP, 186.9 FT (57.0 M) WEST AH3058'OF A POWER POLE WITH A LIGHT, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE AH3058'FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A AH3058'6-INCH LOGO CAP. PK NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES AND AH3058'ALSO IN THE TOP OF THE CORRUGATED METAL PIPE. AH3058 AH3058 STATION RECOVERY (2004) AH3058 AH3058'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2004 AH3058'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AH3041 *********************************************************************** AH3041 DESIGNATION - WIN20 1A AH3041 PID - AH3041 AH3041 STATE/COUNTY- IL/WINNEBAGO AH3041 USGS QUAD - PECATONICA (1971) AH3041 AH3041 *CURRENT SURVEY CONTROL AH3041 ___________________________________________________________________ AH3041* NAD 83(1997)- 42 17 12.17001(N) 089 19 32.12494(W) ADJUSTED AH3041* NAVD 88 - 259.5 (meters) 851. (feet) GPS OBS AH3041 ___________________________________________________________________ AH3041 X - 55,624.519 (meters) COMP AH3041 Y - -4,725,469.964 (meters) COMP AH3041 Z - 4,269,369.580 (meters) COMP AH3041 LAPLACE CORR- -0.77 (seconds) DEFLEC99 AH3041 ELLIP HEIGHT- 226.19 (meters) (12/06/04) GPS OBS AH3041 GEOID HEIGHT- -33.26 (meters) GEOID03 AH3041 AH3041 HORZ ORDER - FIRST AH3041 ELLP ORDER - FOURTH CLASS I AH3041 AH3041.The horizontal coordinates were established by GPS observations AH3041.and adjusted by the National Geodetic Survey in September 1998. AH3041 AH3041.The orthometric height was determined by GPS observations and a AH3041.high-resolution geoid model. AH3041 AH3041.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH3041 AH3041.The Laplace correction was computed from DEFLEC99 derived deflections. AH3041 AH3041.The ellipsoidal height was determined by GPS observations AH3041.and is referenced to NAD 83. AH3041 AH3041.The geoid height was determined by GEOID03. AH3041 AH3041; North East Units Scale Factor Converg. AH3041;SPC IL W - 624,270.339 769,366.294 MT 1.00000036 +0 33 57.4 AH3041;UTM 16 - 4,684,229.485 308,262.076 MT 1.00005236 -1 33 54.8 AH3041 AH3041! - Elev Factor x Scale Factor = Combined Factor AH3041!SPC IL W - 0.99996453 x 1.00000036 = 0.99996489 AH3041!UTM 16 - 0.99996453 x 1.00005236 = 1.00001688 AH3041 AH3041: Primary Azimuth Mark Grid Az AH3041:SPC IL W - WIN20 1B 094 14 34.8 AH3041:UTM 16 - WIN20 1B 096 22 27.0 AH3041 AH3041|---------------------------------------------------------------------| AH3041| PID Reference Object Distance Geod. Az | AH3041| dddmmss.s | AH3041| AH3042 WIN20 1B APPROX. 1.2 KM 0944832.2 | AH3041|---------------------------------------------------------------------| AH3041 AH3041 SUPERSEDED SURVEY CONTROL AH3041 AH3041 ELLIP H (09/15/98) 226.23 (m) GP( ) 3 1 AH3041 AH3041.Superseded values are not recommended for survey control. AH3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH3041.See file dsdata.txt to determine how the superseded data were derived. AH3041 AH3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0826284229(NAD 83) AH3041_MARKER: I = METAL ROD AH3041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH3041_STAMPING: WIN20-1A AH3041_MARK LOGO: ILDT AH3041_PROJECTION: RECESSED 3 CENTIMETERS AH3041_MAGNETIC: N = NO MAGNETIC MATERIAL AH3041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH3041+STABILITY: POSITION/ELEVATION WELL AH3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH3041+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004 AH3041_ROD/PIPE-DEPTH: 3.7 meters AH3041_SLEEVE-DEPTH : 0.9 meters AH3041 AH3041 HISTORY - Date Condition Report By AH3041 HISTORY - 1996 MONUMENTED SECI AH3041 HISTORY - 20040310 GOOD ASCPC AH3041 AH3041 STATION DESCRIPTION AH3041 AH3041'DESCRIBED BY SMITH ENG CONS INC 1996 (SWH) AH3041'STATION IS LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTHEAST OF AH3041'PECATONICA, 4.5 MI (7.2 KM) NORTHWEST OF WINNEBAGO, IN THE NORTHEAST AH3041'1/4 OF SECTION 3, T 26 N, R 10 E. TO REACH FROM THE JUNCTION OF OF AH3041'U.S. ROUTE 20 AND ILLINOIS ROUTE 2, PROCEED WEST ALONG U.S. ROUTE 20 AH3041'FOR APPROXIMATELY 13.3 MI (21.4 KM) TO THE STATION LOCATED IN THE AH3041'GRASS MEDIAN NEAR A CONCRETE DRAINAGE STRUCTURE, JUST EAST OF A AH3041'PRIVATE DRIVE TO THE SOUTH AND A FIELD ENTRANCE TO THE NORTH NEAR MILE AH3041'MARKER 3.7. THE STATION IS ALSO LOCATED 1.7 MI (2.7 KM) EAST OF AH3041'PECATONICA ROAD. THE STATION IS LOCATED 43.5 FT (13.3 M) SOUTH OF THE AH3041'WEST BOUND LANES OF U.S. ROUTE 20, 30.8 FT (9.4 M) NORTH OF THE EAST AH3041'BOUND LANES OF U.S. ROUTE 20, 310 FT (94.5 M) EAST OF THE CENTER OF A AH3041'PRIVATE DRIVE TO THE SOUTH AND A FIELD ENTRANCE TO THE NORTH, 73.2 FT AH3041'(22.3 M) SOUTH OF A BOLT ON THE GRATE OF A CONCRETE FLARED END AH3041'SECTION, 56.7 FT (17.3 M) NORTH OF A BOLT ON THE GRATE OF A CONCRETE AH3041'FLARED END SECTION, 128.8 FT (39.3 M) NORTHWEST OF A NEAR A FENCE AH3041'CORNER TO A FENCE THAT RUNS EAST-WEST AND SOUTH, 99.8 FT (30.4 M) AH3041'NORTH OF A 27-IN DIAMETER TREE, 114.5 FT (34.9 M) NORTHEAST OF A 30-IN AH3041'DIAMETER TREE, 134.0 FT (40.8 M) NORTHEAST OF A 54-IN DIA TREE, 152.2 AH3041'FT (46.4 M) NORTHEAST OF A 42-IN DIAMETER TREE, 8.0 FT (2.4 M) AH3041'SOUTHEAST OF THE CENTER OF A CLOSED LID CATCH BASIN, 4.5 FT (1.4 M) AH3041'SOUTH OF THE SOUTH EDGE OF A CONCRETE DRAINAGE STRUCTURE, AND 2.0 FT AH3041'(0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO AH3041'DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS WERE SET IN ALL AH3041'WOOD PHYSICAL TIES. AH3041 AH3041 STATION RECOVERY (2004) AH3041 AH3041'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2004 AH3041'RECOVERED IN GOOD CONDITION 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH3643 *********************************************************************** DH3643 DESIGNATION - WIN70 1A RESET DH3643 PID - DH3643 DH3643 STATE/COUNTY- IL/WINNEBAGO DH3643 USGS QUAD - WINNEBAGO (1976) DH3643 DH3643 *CURRENT SURVEY CONTROL DH3643 ___________________________________________________________________ DH3643* NAD 83(1997)- 42 21 03.17890(N) 089 13 23.67504(W) ADJUSTED DH3643* NAVD 88 - 238.8 (meters) 783. (feet) GPS OBS DH3643 ___________________________________________________________________ DH3643 X - 64,000.244 (meters) COMP DH3643 Y - -4,720,549.100 (meters) COMP DH3643 Z - 4,274,626.192 (meters) COMP DH3643 LAPLACE CORR- -0.51 (seconds) DEFLEC99 DH3643 ELLIP HEIGHT- 205.41 (meters) (05/30/05) GPS OBS DH3643 GEOID HEIGHT- -33.41 (meters) GEOID03 DH3643 DH3643 HORZ ORDER - FIRST DH3643 ELLP ORDER - FOURTH CLASS I DH3643 DH3643.The horizontal coordinates were established by GPS observations DH3643.and adjusted by the AMERICAN SURVEYING in May 2005. DH3643 DH3643.The orthometric height was determined by GPS observations and a DH3643.high-resolution geoid model. DH3643 DH3643.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH3643 DH3643.The Laplace correction was computed from DEFLEC99 derived deflections. DH3643 DH3643.The ellipsoidal height was determined by GPS observations DH3643.and is referenced to NAD 83. DH3643 DH3643.The geoid height was determined by GEOID03. DH3643 DH3643; North East Units Scale Factor Converg. DH3643;SPC IL W - 631,486.337 777,728.247 MT 1.00001549 +0 38 08.1 DH3643;UTM 16 - 4,691,129.510 316,886.954 MT 1.00001257 -1 29 53.3 DH3643 DH3643! - Elev Factor x Scale Factor = Combined Factor DH3643!SPC IL W - 0.99996779 x 1.00001549 = 0.99998327 DH3643!UTM 16 - 0.99996779 x 1.00001257 = 0.99998036 DH3643 DH3643 SUPERSEDED SURVEY CONTROL DH3643 DH3643.No superseded survey control is available for this station. DH3643 DH3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1688791130(NAD 83) DH3643_MARKER: I = METAL ROD DH3643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DH3643_MARK LOGO: ASCPC DH3643_PROJECTION: RECESSED 5 CENTIMETERS DH3643_MAGNETIC: N = NO MAGNETIC MATERIAL DH3643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH3643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH3643+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003 DH3643_ROD/PIPE-DEPTH: 7.3 meters DH3643_SLEEVE-DEPTH : 0.8 meters DH3643 DH3643 HISTORY - Date Condition Report By DH3643 HISTORY - 20030310 MONUMENTED ASCPC DH3643 DH3643 STATION DESCRIPTION DH3643 DH3643'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2003 (PS) DH3643'STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) NORTH OF WINNEBAGO, DH3643'7.4 MI (11.9 KM) NORTHEAST OF PECATONICA, 7.9 MI (12.7 KM) SOUTHEAST DH3643'OF DURAND IN THE SOUTHEAST 1/4 OF SECTION 9, T 27 N, R 11 E. TO REACH DH3643'FROM THE JUNCTION OF ILLINOIS ROUTE 70 AND ILLINOIS ROUTE 75, PROCEED DH3643'SOUTHWEST ALONG ILLINOIS ROUTE 70 FOR APPROXIMATELY 9.2 MI (14.8 KM) DH3643'TO THE STATION LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF DH3643'ILLINOIS ROUTE 70 AND EDDIE ROAD. THE STATION IS LOCATED 38.0 FT DH3643'(11.5 M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 70, 110 FT (33.52 DH3643'M) EAST OF THE EDDIE ROAD, 70 FT EAST OF A RIGHT OF WAY MARKER ON EAST DH3643'SIDE OF EDDIE ROAD, 104 FT SOUTH OF A RIGHT OF WAY MARKER ON NORTH DH3643'SIDE OF ROUTE 70. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AH3056 *********************************************************************** AH3056 DESIGNATION - WIN70 1B AH3056 PID - AH3056 AH3056 STATE/COUNTY- IL/WINNEBAGO AH3056 USGS QUAD - WINNEBAGO (1976) AH3056 AH3056 *CURRENT SURVEY CONTROL AH3056 ___________________________________________________________________ AH3056* NAD 83(1997)- 42 21 28.35827(N) 089 14 22.23269(W) ADJUSTED AH3056* NAVD 88 - 238.6 (meters) 783. (feet) GPS OBS AH3056 ___________________________________________________________________ AH3056 X - 62,653.150 (meters) COMP AH3056 Y - -4,720,043.520 (meters) COMP AH3056 Z - 4,275,200.203 (meters) COMP AH3056 LAPLACE CORR- -0.57 (seconds) DEFLEC99 AH3056 ELLIP HEIGHT- 205.19 (meters) (12/06/04) GPS OBS AH3056 GEOID HEIGHT- -33.42 (meters) GEOID03 AH3056 AH3056 HORZ ORDER - FIRST AH3056 ELLP ORDER - FOURTH CLASS I AH3056 AH3056.The horizontal coordinates were established by GPS observations AH3056.and adjusted by the National Geodetic Survey in September 1998. AH3056 AH3056.The orthometric height was determined by GPS observations and a AH3056.high-resolution geoid model. AH3056 AH3056.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH3056 AH3056.The Laplace correction was computed from DEFLEC99 derived deflections. AH3056 AH3056.The ellipsoidal height was determined by GPS observations AH3056.and is referenced to NAD 83. AH3056 AH3056.The geoid height was determined by GEOID03. AH3056 AH3056; North East Units Scale Factor Converg. AH3056;SPC IL W - 632,248.487 776,379.616 MT 1.00001293 +0 37 29.0 AH3056;UTM 16 - 4,691,941.348 315,567.635 MT 1.00001854 -1 30 33.5 AH3056 AH3056! - Elev Factor x Scale Factor = Combined Factor AH3056!SPC IL W - 0.99996782 x 1.00001293 = 0.99998075 AH3056!UTM 16 - 0.99996782 x 1.00001854 = 0.99998636 AH3056 AH3056: Primary Azimuth Mark Grid Az AH3056:SPC IL W - WIN70 1A 118 33 23.5 AH3056:UTM 16 - WIN70 1A 120 41 26.0 AH3056 AH3056|---------------------------------------------------------------------| AH3056| PID Reference Object Distance Geod. Az | AH3056| dddmmss.s | AH3056| AH3057 WIN70 1A APPROX. 1.5 KM 1191052.5 | AH3056|---------------------------------------------------------------------| AH3056 AH3056 SUPERSEDED SURVEY CONTROL AH3056 AH3056 ELLIP H (09/15/98) 205.25 (m) GP( ) 3 1 AH3056 AH3056.Superseded values are not recommended for survey control. AH3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH3056.See file dsdata.txt to determine how the superseded data were derived. AH3056 AH3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1556891941(NAD 83) AH3056_MARKER: I = METAL ROD AH3056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH3056_STAMPING: WIN70-1B AH3056_MARK LOGO: ILDT AH3056_PROJECTION: RECESSED 3 CENTIMETERS AH3056_MAGNETIC: N = NO MAGNETIC MATERIAL AH3056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH3056+STABILITY: POSITION/ELEVATION WELL AH3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH3056+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004 AH3056_ROD/PIPE-DEPTH: 4.0 meters AH3056_SLEEVE-DEPTH : 0.9 meters AH3056 AH3056 HISTORY - Date Condition Report By AH3056 HISTORY - 1996 MONUMENTED SECI AH3056 HISTORY - 20040310 GOOD ASCPC AH3056 AH3056 STATION DESCRIPTION AH3056 AH3056'DESCRIBED BY SMITH ENG CONS INC 1996 (SWH) AH3056'STATION IS LOCATED APPROXIMATELY 6.3 MI (10.1 KM) NORTH OF WINNEBAGO, AH3056'7.0 MI (11.3 KM) NORTHEAST OF PECATONICA, 7.2 MI (11.6 KM) SOUTHEAST AH3056'OF DURAND IN THE NORTHWEST 1/4 OF SECTION 9, T 27 N, R 11 E. TO REACH AH3056'FROM THE JUNCTION OF ILLINOIS ROUTE 70 AND ILLINOIS ROUTE 75, PROCEED AH3056'SOUTHWEST ALONG ILLINOIS ROUTE 70 FOR APPROXIMATELY 8.3 MI (13.4 KM) AH3056'TO THE STATION LOCATED ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 70, AH3056'JUST WEST OF A PRIVATE DRIVE TO THE NORTH AND A PRIVATE DRIVE TO THE AH3056'SOUTH. THE STATION IS ALSO LOCATED 0.9 MI (1.4 KM) WEST OF EDDIE AH3056'ROAD. THE STATION IS LOCATED 44.5 FT (13.6 M) NORTH OF THE CENTERLINE AH3056'OF ILLINOIS ROUTE 70, 340 FT (103.6 M) WEST OF A PRIVATE DRIVE TO THE AH3056'NORTH AND A PRIVATE DRIVE TO THE SOUTH, 207 FT (63.1 M) EAST OF A BOX AH3056'CULVERT UNDER ILLINOIS ROUTE 70, 145.0 FT (44.2 M) EAST OF A POWER AH3056'POLE, 105.9 FT (32.3 M) WEST OF A POWER POLE WITH A GUY WIRE, 40.9 FT AH3056'(12.5 M) SOUTHWEST OF A 10-IN DIAMETER TREE, 6.0 FT (1.8 M) WEST OF A AH3056'FENCE CORNER TO A FENCE THAT RUNS NORTH AND EAST, AND 2.0 FT (0.6 M) AH3056'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM AH3056'POINT IS THROUGH A 6-INCH LOGO CAP. PK NAILS WERE SET IN ALL WOOD AH3056'PHYSICAL TIES. AH3056 AH3056 STATION RECOVERY (2004) AH3056 AH3056'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2004 AH3056'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AH3049 *********************************************************************** AH3049 DESIGNATION - WIN75 1B AH3049 PID - AH3049 AH3049 STATE/COUNTY- IL/WINNEBAGO AH3049 USGS QUAD - DURAND (1971) AH3049 AH3049 *CURRENT SURVEY CONTROL AH3049 ___________________________________________________________________ AH3049* NAD 83(1997)- 42 25 07.72163(N) 089 20 39.00327(W) ADJUSTED AH3049* NAVD 88 - 243.2 (meters) 798. (feet) GPS OBS AH3049 ___________________________________________________________________ AH3049 X - 53,979.058 (meters) COMP AH3049 Y - -4,715,590.508 (meters) COMP AH3049 Z - 4,280,202.685 (meters) COMP AH3049 LAPLACE CORR- -1.25 (seconds) DEFLEC99 AH3049 ELLIP HEIGHT- 209.73 (meters) (12/06/04) GPS OBS AH3049 GEOID HEIGHT- -33.47 (meters) GEOID03 AH3049 AH3049 HORZ ORDER - FIRST AH3049 ELLP ORDER - FOURTH CLASS I AH3049 AH3049.The horizontal coordinates were established by GPS observations AH3049.and adjusted by the National Geodetic Survey in September 1998. AH3049 AH3049.The orthometric height was determined by GPS observations and a AH3049.high-resolution geoid model. AH3049 AH3049.The X, Y, and Z were computed from the position and the ellipsoidal ht. AH3049 AH3049.The Laplace correction was computed from DEFLEC99 derived deflections. AH3049 AH3049.The ellipsoidal height was determined by GPS observations AH3049.and is referenced to NAD 83. AH3049 AH3049.The geoid height was determined by GEOID03. AH3049 AH3049; North East Units Scale Factor Converg. AH3049;SPC IL W - 638,928.079 767,692.242 MT 0.99999753 +0 33 17.4 AH3049;UTM 16 - 4,698,940.218 307,134.893 MT 1.00005768 -1 34 54.2 AH3049 AH3049! - Elev Factor x Scale Factor = Combined Factor AH3049!SPC IL W - 0.99996711 x 0.99999753 = 0.99996464 AH3049!UTM 16 - 0.99996711 x 1.00005768 = 1.00002479 AH3049 AH3049: Primary Azimuth Mark Grid Az AH3049:SPC IL W - WIN75 1A 270 31 28.0 AH3049:UTM 16 - WIN75 1A 272 39 39.6 AH3049 AH3049|---------------------------------------------------------------------| AH3049| PID Reference Object Distance Geod. Az | AH3049| dddmmss.s | AH3049| AH3050 WIN75 1A APPROX. 1.1 KM 2710445.4 | AH3049|---------------------------------------------------------------------| AH3049 AH3049 SUPERSEDED SURVEY CONTROL AH3049 AH3049 ELLIP H (09/15/98) 209.78 (m) GP( ) 3 1 AH3049 AH3049.Superseded values are not recommended for survey control. AH3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH3049.See file dsdata.txt to determine how the superseded data were derived. AH3049 AH3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0713598940(NAD 83) AH3049_MARKER: I = METAL ROD AH3049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AH3049_STAMPING: WIN75-1B AH3049_MARK LOGO: ILDT AH3049_PROJECTION: RECESSED 3 CENTIMETERS AH3049_MAGNETIC: N = NO MAGNETIC MATERIAL AH3049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH3049+STABILITY: POSITION/ELEVATION WELL AH3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH3049+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004 AH3049_ROD/PIPE-DEPTH: 3.7 meters AH3049_SLEEVE-DEPTH : 0.9 meters AH3049 AH3049 HISTORY - Date Condition Report By AH3049 HISTORY - 1996 MONUMENTED SECI AH3049 HISTORY - 20000901 GOOD AYRES AH3049 HISTORY - 20040310 GOOD ASCPC AH3049 AH3049 STATION DESCRIPTION AH3049 AH3049'DESCRIBED BY SMITH ENG CONS INC 1996 (SWH) AH3049'STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) SOUTHWEST OF DURAND, AH3049'7.3 MI (11.7 KM) NORTH OF PECTONICA IN THE NORTHEAST 1/4 OF SECTION AH3049'21, T 28 N, R 10 E. TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 75 AH3049'AND ILLINOIS ROUTE 70, PROCEED WEST ALONG ILLINOIS ROUTE 75 FOR AH3049'APPROXIMATELY 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT (SOUTH) SIDE AH3049'OF ILLINOIS ROUTE 75. THE STATION IS ALSO 0.1 MI (0.2 KM) WEST OF AH3049'PATTERSON ROAD JUST WEST OF A FARM HOUSE NO. 15550. THE STATION IS AH3049'LOCATED 35.6 FT (10.9 M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 75, AH3049'74.2 FT (22.6 M) SOUTH OF A POWER POLE, 214.1 FT (65.3 M) SOUTHWEST OF AH3049'A POWER POLE, AND 1.8 FT (0.5 M) NORTH OF AN ORANGE FIBERGLASS WITNESS AH3049'POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. PK AH3049'NAILS WERE SET IN ALL WOOD PHYSICAL TIES. AH3049 AH3049 STATION RECOVERY (2000) AH3049 AH3049'RECOVERY NOTE BY AYRES ASSOCIATES 2000 AH3049'RECOVERED AS DESCRIBED. AH3049 AH3049 STATION RECOVERY (2004) AH3049 AH3049'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2004 AH3049'RECOVERED IN GOOD CONDITION.