1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME1686 *********************************************************************** ME1686 DESIGNATION - A 133 RESET 1969 ME1686 PID - ME1686 ME1686 STATE/COUNTY- IL/DU PAGE ME1686 USGS QUAD - ELMHURST (1997) ME1686 ME1686 *CURRENT SURVEY CONTROL ME1686 ___________________________________________________________________ ME1686* NAD 83(1986)- 41 55 26. (N) 087 57 56. (W) SCALED ME1686* NAVD 88 - 214.98 (meters) 705.3 (feet) RESET ME1686 ___________________________________________________________________ ME1686 GEOID HEIGHT- -33.44 (meters) GEOID03 ME1686 ME1686 VERT ORDER - THIRD ME1686 ME1686.The horizontal coordinates were scaled from a topographic map and have ME1686.an estimated accuracy of +/- 6 seconds. ME1686 ME1686.The orthometric height was computed from unverified reset data. ME1686.No vertical observational check was made to the station. ME1686 ME1686.The geoid height was determined by GEOID03. ME1686 ME1686; North East Units Estimated Accuracy ME1686;SPC IL E - 583,710. 330,510. MT (+/- 180 meters Scaled) ME1686 ME1686 SUPERSEDED SURVEY CONTROL ME1686 ME1686 NGVD 29 (??/??/??) 215.07 (m) 705.6 (f) RESET 3 ME1686 ME1686.Superseded values are not recommended for survey control. ME1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME1686.See file dsdata.txt to determine how the superseded data were derived. ME1686 ME1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM199417(NAD 83) ME1686_MARKER: DB = BENCH MARK DISK ME1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ME1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT ME1686_STAMPING: A 133 RESET 1969 ME1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ME1686+STABILITY: SURFACE MOTION ME1686 ME1686 HISTORY - Date Condition Report By ME1686 HISTORY - 1969 MONUMENTED CGS ME1686 HISTORY - 1977 MARK NOT FOUND NGS ME1686 HISTORY - 19891014 MARK NOT FOUND USPSQD ME1686 HISTORY - 19960420 MARK NOT FOUND USPSQD ME1686 ME1686 STATION DESCRIPTION ME1686 ME1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 ME1686'3.6 MI SE FROM WOODDALE. ME1686'ABOUT 1 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE, ME1686'AT WOODDALE, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 83 ME1686'TO THE JUNCTION OF U.S. HIGHWAY 20 AND THE MARK ON THE LEFT, ME1686'ABOUT 300 FEET EAST OF THE CENTERLINE OF HIGHWAY 83, 100 FEET ME1686'NORTH OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT EAST OF A METAL ME1686'WITNESS POST AND AT HIGHWAY STATION 53 + 55.17. SET IN THE ME1686'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES. ME1686 ME1686 STATION RECOVERY (1977) ME1686 ME1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 ME1686'MARK NOT FOUND. ME1686 ME1686 STATION RECOVERY (1989) ME1686 ME1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) ME1686'MARK NOT FOUND. ME1686 ME1686 STATION RECOVERY (1996) ME1686 ME1686'RECOVERY NOTE BY US POWER SQUADRON 1996 ME1686'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF1257 *********************************************************************** MF1257 DESIGNATION - ARGONNE D CO MF1257 PID - MF1257 MF1257 STATE/COUNTY- IL/DU PAGE MF1257 USGS QUAD - ROMEOVILLE (1993) MF1257 MF1257 *CURRENT SURVEY CONTROL MF1257 ___________________________________________________________________ MF1257* NAD 83(1986)- 41 42 39. (N) 088 00 23. (W) SCALED MF1257* NAVD 88 - 229.897 (meters) 754.25 (feet) ADJUSTED MF1257 ___________________________________________________________________ MF1257 GEOID HEIGHT- -33.19 (meters) GEOID03 MF1257 DYNAMIC HT - 229.814 (meters) 753.98 (feet) COMP MF1257 MODELED GRAV- 980,256.8 (mgal) NAVD 88 MF1257 MF1257 VERT ORDER - THIRD MF1257 MF1257.The horizontal coordinates were scaled from a topographic map and have MF1257.an estimated accuracy of +/- 6 seconds. MF1257 MF1257.The orthometric height was determined by differential leveling MF1257.and adjusted by the National Geodetic Survey in June 1991. MF1257 MF1257.The geoid height was determined by GEOID03. MF1257 MF1257.The dynamic height is computed by dividing the NAVD 88 MF1257.geopotential number by the normal gravity value computed on the MF1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MF1257.degrees latitude (g = 980.6199 gals.). MF1257 MF1257.The modeled gravity was interpolated from observed gravity values. MF1257 MF1257; North East Units Estimated Accuracy MF1257;SPC IL E - 560,040. 327,210. MT (+/- 180 meters Scaled) MF1257 MF1257 SUPERSEDED SURVEY CONTROL MF1257 MF1257.No superseded survey control is available for this station. MF1257 MF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM162181(NAD 83) MF1257_MARKER: I = METAL ROD MF1257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) MF1257_SP_SET: STAINLESS STEEL ROD IN SLEEVE MF1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MF1257+STABILITY: POSITION/ELEVATION WELL MF1257 MF1257 HISTORY - Date Condition Report By MF1257 HISTORY - 1983 MONUMENTED MARCHE MF1257 HISTORY - 19960420 GOOD USPSQD MF1257 HISTORY - 20050611 MARK NOT FOUND GEOCAC MF1257 MF1257 STATION DESCRIPTION MF1257 MF1257'DESCRIBED BY MARCHESE AND SONS 1983 MF1257'2.5 MI NORTH FROM LEMONT. MF1257'2.5 MILES NORTH OF LEMONT, 2.8 MILES SOUTH OF WOODRIDGE AND IS ON THE MF1257'EAST SIDE OF LEMONT ROAD, 0.4 MILE SOUTH ALONG LEMONT ROAD FROM THE MF1257'JUNCTION OF INTERSTATE HIGHWAY 55 AND LEMONT ROAD TO MARK ON LEFT, AT MF1257'THE SOUTHEAST CORNER OF THE INTERSECTION WITH WESTGATE ROAD TO ARGONNE MF1257'NATIONAL LABORATORY, 131.9 FEET SOUTH-SOUTHEAST OF SOUTHWEST BOLT IN MF1257'BASE OF STREETLAMP STANDARD, 47.2 FEET EAST-SOUTHEAST OF SOUTHWEST MF1257'CORNER OF CONCRETE BASE OF STREET SIGN POST, 150.0 FEET NORTH OF THE MF1257'NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A BRICK BUILDING, A MF1257'STAINLESS STEEL ROD IN SLEEVE ENCASED IN CAST ALUMINUM CYLINDER, MF1257'CYLINDER COVER IS FLUSH WITH SURROUNDING GROUND. NOTE--NO DEPTH FOR MF1257'ROD WAS GIVEN. MF1257 MF1257 STATION RECOVERY (1996) MF1257 MF1257'RECOVERY NOTE BY US POWER SQUADRON 1996 MF1257'RECOVERED IN GOOD CONDITION. MF1257 MF1257 STATION RECOVERY (2005) MF1257 MF1257'RECOVERY NOTE BY GEOCACHING 2005 (KMP) MF1257'RATHER THOROUGH SEARCH OF THE AREA WAS MADE. PIPELINE AND ELCTRICAL MF1257'MARKERS WERE IN THE AREA OF THE BM'S COORDINATES, BUT NO BM FOUND. MF1257'MAY HAVE MISSED IT DUE TO HEIGHT OF PRAIRIE GRASSES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME1688 *********************************************************************** ME1688 DESIGNATION - C 133 RESET 1969 ME1688 PID - ME1688 ME1688 STATE/COUNTY- IL/DU PAGE ME1688 USGS QUAD - ELMHURST (1997) ME1688 ME1688 *CURRENT SURVEY CONTROL ME1688 ___________________________________________________________________ ME1688* NAD 83(1986)- 41 55 25. (N) 087 57 53. (W) SCALED ME1688* NAVD 88 - 213.08 (meters) 699.1 (feet) RESET ME1688 ___________________________________________________________________ ME1688 GEOID HEIGHT- -33.44 (meters) GEOID03 ME1688 ME1688 VERT ORDER - THIRD ME1688 ME1688.The horizontal coordinates were scaled from a topographic map and have ME1688.an estimated accuracy of +/- 6 seconds. ME1688 ME1688.The orthometric height was computed from unverified reset data. ME1688.No vertical observational check was made to the station. ME1688 ME1688.The geoid height was determined by GEOID03. ME1688 ME1688; North East Units Estimated Accuracy ME1688;SPC IL E - 583,680. 330,580. MT (+/- 180 meters Scaled) ME1688 ME1688 SUPERSEDED SURVEY CONTROL ME1688 ME1688 NGVD 29 (??/??/??) 213.17 (m) 699.4 (f) RESET 3 ME1688 ME1688.Superseded values are not recommended for survey control. ME1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME1688.See file dsdata.txt to determine how the superseded data were derived. ME1688 ME1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM200417(NAD 83) ME1688_MARKER: DB = BENCH MARK DISK ME1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ME1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT ME1688_STAMPING: C 133 RESET 1969 ME1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ME1688+STABILITY: SURFACE MOTION ME1688 ME1688 HISTORY - Date Condition Report By ME1688 HISTORY - 1969 MONUMENTED CGS ME1688 HISTORY - 1977 MARK NOT FOUND NGS ME1688 HISTORY - 19891014 MARK NOT FOUND USPSQD ME1688 ME1688 STATION DESCRIPTION ME1688 ME1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 ME1688'3.6 MI SE FROM WOODDALE. ME1688'ABOUT 1.0 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE ME1688'IN WOODDALE, THENCE SOUTH ALONG STATE HIGHWAY 83, THENCE EAST ME1688'ALONG U.S. HIGHWAY 20 0.1 MILE TO THE MARK ON THE LEFT, 100 ME1688'FEET NORTH OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT EAST OF A ME1688'METAL WITNESS POST, 93 FEET NORTHEAST OF A POWER POLE, 18 FEET ME1688'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 75 FEET WEST OF THE ME1688'CENTERLINE OF GRAND AVE., SET IN THE TOP OF A ROUND CONCRETE ME1688'POST PROJECTING 6 INCHES. ME1688 ME1688 STATION RECOVERY (1977) ME1688 ME1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 ME1688'MARK NOT FOUND. ME1688 ME1688 STATION RECOVERY (1989) ME1688 ME1688'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) ME1688'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME3155 *********************************************************************** ME3155 DESIGNATION - CLARENDON HILLS E MUN TANK ME3155 PID - ME3155 ME3155 STATE/COUNTY- IL/DU PAGE ME3155 USGS QUAD - HINSDALE (1993) ME3155 ME3155 *CURRENT SURVEY CONTROL ME3155 ___________________________________________________________________ ME3155* NAD 83(1997)- 41 47 48.22652(N) 087 57 24.96701(W) ADJUSTED ME3155* NAVD 88 - ME3155 ___________________________________________________________________ ME3155 LAPLACE CORR- -1.44 (seconds) DEFLEC99 ME3155 GEOID HEIGHT- -33.27 (meters) GEOID03 ME3155 ME3155 HORZ ORDER - THIRD ME3155 ME3155.The horizontal coordinates were established by classical geodetic methods ME3155.and adjusted by the National Geodetic Survey in October 1999. ME3155 ME3155 ME3155.The Laplace correction was computed from DEFLEC99 derived deflections. ME3155 ME3155.The geoid height was determined by GEOID03. ME3155 ME3155; North East Units Scale Factor Converg. ME3155;SPC IL E - 569,594.149 331,283.159 MT 0.99998704 +0 15 03.1 ME3155;UTM 16 - 4,627,650.262 420,496.757 MT 0.99967778 -0 38 16.2 ME3155 ME3155 SUPERSEDED SURVEY CONTROL ME3155 ME3155 NAD 83(1997)- 41 47 48.22655(N) 087 57 24.96747(W) AD( ) 4 ME3155 NAD 83(1997)- 41 47 48.22829(N) 087 57 24.97451(W) AD( ) 4 ME3155 NAD 83(1986)- 41 47 48.22893(N) 087 57 24.97454(W) AD( ) 4 ME3155 NAD 27 - 41 47 48.12228(N) 087 57 24.74774(W) AD( ) 3 ME3155 ME3155.Superseded values are not recommended for survey control. ME3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME3155.See file dsdata.txt to determine how the superseded data were derived. ME3155 ME3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2049727650(NAD 83) ME3155_MARKER: 53 = ELEVATED TANK ME3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ME3155+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005 ME3155 ME3155 HISTORY - Date Condition Report By ME3155 HISTORY - 1956 FIRST OBSERVED CGS ME3155 HISTORY - 1970 GOOD LOCSUR ME3155 HISTORY - 1987 GOOD USPSQD ME3155 HISTORY - 19970915 GOOD USPSQD ME3155 HISTORY - 19980418 GOOD USPSQD ME3155 HISTORY - 20050607 GOOD GEOCAC ME3155 ME3155 STATION DESCRIPTION ME3155 ME3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM) ME3155'THE STATION IS THE CENTER OF THE TOP OF THE EAST AND LARGEST ME3155'ONE OF TWO ME3155'MUNICIPAL WATER TANKS LOCATED ON THE SOUTH SIDE OF BURLINGTON AVENUE ME3155'SOUTHEAST OF THE INTERSECTION OF ME3155'BLODGETT STREET IN THE CENTRAL SECTION OF CLARENDON HILLS. ME3155'IT IS A STEEL TANK SUPPORTED BY A ME3155'SIX-LEGGED STEEL STRUCTURE AND IS PAINTED LIGHT GREEN. ME3155'THE HEIGHT IS ABOUT 130 FEET. ME3155 ME3155 STATION RECOVERY (1970) ME3155 ME3155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PK) ME3155'DESCRIPTION ADEQUATE, HOWEVER, ONLY THE EAST WATER TANK REMAINS, THE ME3155'WEST TANK WAS ME3155'DISMANTLED ABOUT 2 YEARS AGO. RECOVERED BY PAUL KUBECKA. ME3155 ME3155 STATION RECOVERY (1987) ME3155 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO) ME3155'RECOVERED IN GOOD CONDITION. ME3155 ME3155 STATION RECOVERY (1997) ME3155 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1997 ME3155'RECOVERED IN GOOD CONDITION. ME3155 ME3155 STATION RECOVERY (1998) ME3155 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1998 ME3155'RECOVERED IN GOOD CONDITION. ME3155 ME3155 STATION RECOVERY (2005) ME3155 ME3155'RECOVERY NOTE BY GEOCACHING 2005 (KMP) ME3155'THIS TANK IS NOW PAINTED LIGHT BLUE, CONTRASTING THE ORIGINAL ME3155'DESCRIPTION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF1258 *********************************************************************** MF1258 DESIGNATION - LEMONT 103 D CO MF1258 PID - MF1258 MF1258 STATE/COUNTY- IL/DU PAGE MF1258 USGS QUAD - ROMEOVILLE (1993) MF1258 MF1258 *CURRENT SURVEY CONTROL MF1258 ___________________________________________________________________ MF1258* NAD 83(1986)- 41 42 02. (N) 088 00 26. (W) SCALED MF1258* NAVD 88 - 227.882 (meters) 747.64 (feet) ADJUSTED MF1258 ___________________________________________________________________ MF1258 GEOID HEIGHT- -33.19 (meters) GEOID03 MF1258 DYNAMIC HT - 227.799 (meters) 747.37 (feet) COMP MF1258 MODELED GRAV- 980,255.4 (mgal) NAVD 88 MF1258 MF1258 VERT ORDER - THIRD MF1258 MF1258.The horizontal coordinates were scaled from a topographic map and have MF1258.an estimated accuracy of +/- 6 seconds. MF1258 MF1258.The orthometric height was determined by differential leveling MF1258.and adjusted by the National Geodetic Survey in June 1991. MF1258 MF1258.The geoid height was determined by GEOID03. MF1258 MF1258.The dynamic height is computed by dividing the NAVD 88 MF1258.geopotential number by the normal gravity value computed on the MF1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MF1258.degrees latitude (g = 980.6199 gals.). MF1258 MF1258.The modeled gravity was interpolated from observed gravity values. MF1258 MF1258; North East Units Estimated Accuracy MF1258;SPC IL E - 558,900. 327,140. MT (+/- 180 meters Scaled) MF1258 MF1258 SUPERSEDED SURVEY CONTROL MF1258 MF1258.No superseded survey control is available for this station. MF1258 MF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM161170(NAD 83) MF1258_MARKER: DB = BENCH MARK DISK MF1258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) MF1258_SP_SET: ALUMINUM ALLOY ROD MF1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MF1258 MF1258 HISTORY - Date Condition Report By MF1258 HISTORY - 1983 MONUMENTED MARCHE MF1258 HISTORY - 19960420 POOR USPSQD MF1258 HISTORY - 20050611 MARK NOT FOUND GEOCAC MF1258 MF1258 STATION DESCRIPTION MF1258 MF1258'DESCRIBED BY MARCHESE AND SONS 1983 MF1258'2.0 MI NORTH FROM LEMONT. MF1258'2.0 MILES NORTH OF LEMONT, 1.25 MILES SOUTH ALONG LEMONT ROAD FROM THE MF1258'JUNCTION OF INTERSTATE 55 TO MARK ON LEFT, AT THE NORTHEAST CORNER OF MF1258'A T-INTERSECTION WITH 103RD STREET, 30.0 FEET EAST OF LEMONT ROAD EAST MF1258'EDGE OF PAVEMENT, AND 50.0 FEET NORTH OF ARGONNE NATIONAL LABORATORY MF1258'OCCUPIED SOUTH LINE, AN ALUMINUM ALLOY ROD DRIVEN 10.0 FEET AND MF1258'ENCASED WITH PLASTIC SLEEVE AND CAP. MF1258 MF1258 STATION RECOVERY (1996) MF1258 MF1258'RECOVERY NOTE BY US POWER SQUADRON 1996 MF1258'MARK RECOVERED IN POOR CONDITION. MF1258 MF1258 STATION RECOVERY (2005) MF1258 MF1258'RECOVERY NOTE BY GEOCACHING 2005 (KMP) MF1258'GARMIN GPS 72 COORDINATES LED TO A GRASSY AREA BELONGING TO A 'GAS MF1258'CITY' GAS STATION WHICH HAD BEEN BUILT ABOUT 15 MONTHS AGO. HOWEVER, MF1258'THIS AREA IS THE NORTHWEST CORNER OF THE T-INTERSECTION, NOT THE MF1258'NORTHEAST CORNER PER THE DESCRIPTION. MADE A CHECK OF ALL CORNERS AND MF1258'ROADSIDES OF THE T-INTERSECTION WITH NO FINDINGS. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7272 *********************************************************************** AB7272 DESIGNATION - U 266 RESET AB7272 PID - AB7272 AB7272 STATE/COUNTY- IL/DU PAGE AB7272 USGS QUAD - ELMHURST (1997) AB7272 AB7272 *CURRENT SURVEY CONTROL AB7272 ___________________________________________________________________ AB7272* NAD 83(1986)- 41 57 58. (N) 087 59 53. (W) SCALED AB7272* NAVD 88 - 212.47 (meters) 697.1 (feet) RESET AB7272 ___________________________________________________________________ AB7272 GEOID HEIGHT- -33.49 (meters) GEOID03 AB7272 AB7272 VERT ORDER - THIRD AB7272 AB7272.The horizontal coordinates were scaled from a topographic map and have AB7272.an estimated accuracy of +/- 6 seconds. AB7272 AB7272.The orthometric height was computed from unverified reset data. AB7272 AB7272.The geoid height was determined by GEOID03. AB7272 AB7272; North East Units Estimated Accuracy AB7272;SPC IL E - 588,390. 327,790. MT (+/- 180 meters Scaled) AB7272 AB7272 SUPERSEDED SURVEY CONTROL AB7272 AB7272.No superseded survey control is available for this station. AB7272 AB7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM172464(NAD 83) AB7272_MARKER: DV = VERTICAL CONTROL DISK AB7272_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AB7272_SP_SET: TRAFFIC SIGNAL VAULT AB7272_STAMPING: U 266 RESET 1996 AB7272_MARK LOGO: NGS AB7272_MAGNETIC: N = NO MAGNETIC MATERIAL AB7272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7272+STABILITY: SURFACE MOTION AB7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7272+SATELLITE: SATELLITE OBSERVATIONS - 1996 AB7272 AB7272 HISTORY - Date Condition Report By AB7272 HISTORY - 1996 MONUMENTED NGS AB7272 AB7272 STATION DESCRIPTION AB7272 AB7272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RKB) AB7272'STATION IS LOCATED IN SECTION 9, T40N, R11E, ABOUT 1.0 MI (1.6 KM) AB7272'WEST FROM WOOD DALE ALONG STATE ROUTE 19 (WHICH IS IRVING PARK ROAD) AB7272'FROM ITS INTERSECTION WITH WOOD DALE ROAD, OR ABOUT 0.85 MI (1.37 KM) AB7272'EAST ALONG STATE ROUTE 19 FROM THE VILLAGE HALL IN ITASCA, AT THE AB7272'INTERSECTION OF ROUTE 19 WITH PROSPECT AVENUE, 18.5 M (60.7 FT) SOUTH AB7272'OF THE CENTERLINE OF ROUTE 19, 5.5 M (18.0 FT) WEST OF THE CENTERLINE AB7272'OF THE NORTHBOUND LANES OF PROSPECT AVENUE, 4.7 M (15.4 FT) EAST OF AB7272'THE CENTERLINE OF THE SOUTHBOUND LANES OF PROSPECT AVENUE, 3.6 M (11.8 AB7272'FT) SOUTH OF THE NORTH CURB OF THE BOULEVARD MEDIAN OF PROSPECT AB7272'AVENUE, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE AB7272'VAULT FOR TRAFFIC SIGNAL CONTROLS. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME1700 *********************************************************************** ME1700 DESIGNATION - V 132 RESET 1971 ME1700 PID - ME1700 ME1700 STATE/COUNTY- IL/DU PAGE ME1700 USGS QUAD - ELMHURST (1997) ME1700 ME1700 *CURRENT SURVEY CONTROL ME1700 ___________________________________________________________________ ME1700* NAD 83(1986)- 41 59 02. (N) 087 58 17. (W) SCALED ME1700* NAVD 88 - 213.91 (meters) 701.8 (feet) RESET ME1700 ___________________________________________________________________ ME1700 GEOID HEIGHT- -33.55 (meters) GEOID03 ME1700 ME1700 VERT ORDER - THIRD ME1700 ME1700.The horizontal coordinates were scaled from a topographic map and have ME1700.an estimated accuracy of +/- 6 seconds. ME1700 ME1700.The orthometric height was computed from unverified reset data. ME1700.No vertical observational check was made to the station. ME1700 ME1700.The geoid height was determined by GEOID03. ME1700 ME1700; North East Units Estimated Accuracy ME1700;SPC IL E - 590,380. 329,990. MT (+/- 180 meters Scaled) ME1700 ME1700 SUPERSEDED SURVEY CONTROL ME1700 ME1700 NGVD 29 (??/??/??) 214.00 (m) 702.1 (f) RESET 3 ME1700 ME1700.Superseded values are not recommended for survey control. ME1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME1700.See file dsdata.txt to determine how the superseded data were derived. ME1700 ME1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM195484(NAD 83) ME1700_MARKER: DB = BENCH MARK DISK ME1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ME1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT ME1700_STAMPING: V 132 RESET 1971 ME1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ME1700+STABILITY: SURFACE MOTION ME1700 ME1700 HISTORY - Date Condition Report By ME1700 HISTORY - 1971 MONUMENTED NGS ME1700 HISTORY - 1974 GOOD NGS ME1700 HISTORY - 19891014 MARK NOT FOUND USPSQD ME1700 ME1700 STATION DESCRIPTION ME1700 ME1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 ME1700'1.9 MI NE FROM WOODDALE. ME1700'1.45 MILES NORTH ALONG WOODDALE RD. FROM THE INTERSECTION WITH ME1700'STATE HIGHWAY 19 AT WOODDALE, THENCE 0.45 MILE EAST ALONG ME1700'THORNDALE AVE TO THE MARK ON THE LEFT, 1 FOOT SOUTHWEST OF A ME1700'POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST, 28 FEET EAST ME1700'OF THE CENTERLINE OF A DRIVEWAY NORTH, 48 FEET NORTH OF THE ME1700'CENTERLINE OF THE ROAD, SET IN THE TOP OF A ROUND CONCRETE ME1700'POST FLUSH WITH THE GROUND. ME1700 ME1700 STATION RECOVERY (1974) ME1700 ME1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 ME1700'RECOVERED IN GOOD CONDITION. ME1700 ME1700 STATION RECOVERY (1989) ME1700 ME1700'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) ME1700'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME1743 *********************************************************************** ME1743 DESIGNATION - Y 139 RESET 1960 ME1743 PID - ME1743 ME1743 STATE/COUNTY- IL/DU PAGE ME1743 USGS QUAD - SAG BRIDGE (1997) ME1743 ME1743 *CURRENT SURVEY CONTROL ME1743 ___________________________________________________________________ ME1743* NAD 83(1986)- 41 44 28. (N) 087 56 40. (W) SCALED ME1743* NAVD 88 - 214.78 (meters) 704.7 (feet) RESET ME1743 ___________________________________________________________________ ME1743 GEOID HEIGHT- -33.24 (meters) GEOID03 ME1743 ME1743 VERT ORDER - THIRD ME1743 ME1743.The horizontal coordinates were scaled from a topographic map and have ME1743.an estimated accuracy of +/- 6 seconds. ME1743 ME1743.The orthometric height was computed from unverified reset data. ME1743.No vertical observational check was made to the station. ME1743 ME1743.The geoid height was determined by GEOID03. ME1743 ME1743; North East Units Estimated Accuracy ME1743;SPC IL E - 563,420. 332,350. MT (+/- 180 meters Scaled) ME1743 ME1743 SUPERSEDED SURVEY CONTROL ME1743 ME1743 NGVD 29 (??/??/??) 214.87 (m) 705.0 (f) RESET 3 ME1743 ME1743.Superseded values are not recommended for survey control. ME1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME1743.See file dsdata.txt to determine how the superseded data were derived. ME1743 ME1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM214214(NAD 83) ME1743_MARKER: DB = BENCH MARK DISK ME1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE ME1743_SP_SET: PIER ME1743_STAMPING: Y 139 RESET 1960 ME1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ME1743 ME1743 HISTORY - Date Condition Report By ME1743 HISTORY - 1960 MONUMENTED ILHD ME1743 HISTORY - 1963 GOOD NGS ME1743 HISTORY - 1977 GOOD NGS ME1743 HISTORY - 19980418 MARK NOT FOUND USPSQD ME1743 ME1743 STATION DESCRIPTION ME1743 ME1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 ME1743'4 MI SW FROM WILLOW SPRINGS. ME1743'ABOUT 4.05 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE ME1743'POST OFFICE AT WILLOW SPRINGS, THENCE ABOUT 3.25 MILES NORTH ME1743'ALONG STATE HIGHWAY 83, AT THE TWIN OVERHEAD BRIDGES OF STATE ME1743'HIGHWAY 83 OVER U.S. HIGHWAY 66, SET HORIZONTALLY IN THE COLLISION ME1743'WALL OF THE CENTER PIER OF THE SOUTHBOUND LANES OF STATE ME1743'HIGHWAY 83, 0.5 FOOT SOUTH OF THE CENTERLINE OF U.S. HIGHWAY ME1743'66, 24.1 FEET WEST OF THE EAST END OF THE COLLISION WALL, 0.2 ME1743'FOOT ABOVE U.S. HIGHWAY 66. ME1743 ME1743 STATION RECOVERY (1977) ME1743 ME1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 ME1743'RECOVERED IN GOOD CONDITION. ME1743 ME1743 STATION RECOVERY (1998) ME1743 ME1743'RECOVERY NOTE BY US POWER SQUADRON 1998 ME1743'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 ME1691 *********************************************************************** ME1691 DESIGNATION - Z 132 RESET ME1691 PID - ME1691 ME1691 STATE/COUNTY- IL/DU PAGE ME1691 USGS QUAD - ELMHURST (1997) ME1691 ME1691 *CURRENT SURVEY CONTROL ME1691 ___________________________________________________________________ ME1691* NAD 83(1986)- 41 55 49. (N) 087 57 59. (W) SCALED ME1691* NAVD 88 - 214.25 (meters) 702.9 (feet) RESET ME1691 ___________________________________________________________________ ME1691 GEOID HEIGHT- -33.45 (meters) GEOID03 ME1691 ME1691 VERT ORDER - THIRD ME1691 ME1691.The horizontal coordinates were scaled from a topographic map and have ME1691.an estimated accuracy of +/- 6 seconds. ME1691 ME1691.The orthometric height was computed from unverified reset data. ME1691 ME1691.The geoid height was determined by GEOID03. ME1691 ME1691; North East Units Estimated Accuracy ME1691;SPC IL E - 584,420. 330,430. MT (+/- 180 meters Scaled) ME1691 ME1691 SUPERSEDED SURVEY CONTROL ME1691 ME1691.No superseded survey control is available for this station. ME1691 ME1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM198424(NAD 83) ME1691_MARKER: P = PIPE CAP ME1691_SETTING: 30 = SET IN A LIGHT STRUCTURE ME1691_SP_SET: CONCRETE FILLED STEEL PIPE ME1691_STAMPING: Z 132 RESET 1955 ME1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY ME1691 ME1691 HISTORY - Date Condition Report By ME1691 HISTORY - 1955 MONUMENTED IL1670 ME1691 ME1691 STATION DESCRIPTION ME1691 ME1691'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1955 ME1691'3.2 MI SE FROM WOODDALE. ME1691'1.0 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE AT ME1691'WOODDALE, DU PAGE COUNTY, THENCE 2.2 MILES SOUTH ALONG STATE ME1691'HIGHWAY 83, 0.4 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY ME1691'20, AT THE INTERSECTION OF GRAND AVENUE, 74 FEET EAST OF THE ME1691'CENTERLINE OF THE EXISTING (1955) PAVEMENT ON STATE HIGHWAY 83, ME1691'100 FEET EAST OF THE CENTERLINE OF THE RIGHT-OF-WAY, AND 50 ME1691'FEET NORTH OF THE CENTERLINE OF GRAND AVENUE. A STANDARD DISK, ME1691'STAMPED Z 132 RESET 1955 AND SET IN THE TOP OF A CONCRETE-FILLED ME1691'STEEL PIPE PROJECTING 8 INCHES ABOVE GROUND.