1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE1735 *********************************************************************** KE1735 DESIGNATION - 220 BOLT RESET KE1735 PID - KE1735 KE1735 STATE/COUNTY- MO/JACKSON KE1735 USGS QUAD - MISSOURI CITY (1990) KE1735 KE1735 *CURRENT SURVEY CONTROL KE1735 ___________________________________________________________________ KE1735* NAD 83(1986)- 39 11 13. (N) 094 18 00. (W) SCALED KE1735* NAVD 88 - 223.33 (meters) 732.7 (feet) RESET KE1735 ___________________________________________________________________ KE1735 GEOID HEIGHT- -32.56 (meters) GEOID99 KE1735 KE1735 VERT ORDER - THIRD KE1735 KE1735.The horizontal coordinates were scaled from a topographic map and have KE1735.an estimated accuracy of +/- 6 seconds. KE1735 KE1735.The orthometric height was computed from unverified reset data. KE1735.No vertical observational check was made to the station. KE1735 KE1735.The geoid height was determined by GEOID99. KE1735 KE1735; North East Units Estimated Accuracy KE1735;SPC MO W - 335,220. 867,280. MT (+/- 180 meters Scaled) KE1735 KE1735 SUPERSEDED SURVEY CONTROL KE1735 KE1735 NGVD 29 (10/29/03) 223.25 (m) 732.4 (f) RESET 3 KE1735 KE1735.Superseded values are not recommended for survey control. KE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1735.See file dsdata.txt to determine how the superseded data were derived. KE1735 KE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD877383(NAD 83) KE1735_MARKER: DB = BENCH MARK DISK KE1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KE1735_STAMPING: PBM 220 BOLT MORC RESET 1985 KE1735_MARK LOGO: NGS KE1735_MAGNETIC: N = NO MAGNETIC MATERIAL KE1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KE1735+STABILITY: SURFACE MOTION KE1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KE1735+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001 KE1735 KE1735 HISTORY - Date Condition Report By KE1735 HISTORY - 1985 MONUMENTED NGS KE1735 HISTORY - 20010114 GOOD SKW KE1735 KE1735 STATION DESCRIPTION KE1735 KE1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KE1735'IN THE EAST EDGE OF ATHERTON, 0.1 MI (0.2 KM) NORTH OF THE ATHERTON KE1735'METHODIST CHURCH, 125 FT (38.1 M) NORTH OF THE REAR ENTRANCE OF A KE1735'WHITE FRAME HOUSE, 66.9 FT (20.4 M) EAST-NORTHEAST OF A PROPERTY KE1735'FENCE CORNER, 54 FT (16.5 M) WEST FROM THE CENTERLINE OF OLD KE1735'SIBLEY/ATHERTON ROAD, 41.5 FT (12.6 M) WEST-SOUTHWEST OF A POWERLINE KE1735'POLE, 33.2 FT (10.1 M) SOUTH-SOUTHEAST FROM THE SOUTHERNMOST RAIL OF KE1735'2 SETS OF RAILROAD TRACKS. KE1735 KE1735 STATION RECOVERY (2001) KE1735 KE1735'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC) KE1735'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE1483 *********************************************************************** KE1483 DESIGNATION - CITY HALL RESET KE1483 PID - KE1483 KE1483 STATE/COUNTY- MO/JACKSON KE1483 USGS QUAD - KANSAS CITY (1991) KE1483 KE1483 *CURRENT SURVEY CONTROL KE1483 ___________________________________________________________________ KE1483* NAD 83(1997)- 39 06 01.86570(N) 094 34 40.88264(W) ADJUSTED KE1483* NAVD 88 - 407.0 (meters) 1335. (feet) VERTCON KE1483 ___________________________________________________________________ KE1483 LAPLACE CORR- -0.44 (seconds) DEFLEC99 KE1483 GEOID HEIGHT- -32.45 (meters) GEOID99 KE1483 KE1483 HORZ ORDER - FIRST KE1483 KE1483.The horizontal coordinates were established by classical geodetic methods KE1483.and adjusted by the National Geodetic Survey in February 2000. KE1483 KE1483.The NAVD 88 height was computed by applying the VERTCON shift value to KE1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE1483 KE1483.The Laplace correction was computed from DEFLEC99 derived deflections. KE1483 KE1483.The geoid height was determined by GEOID99. KE1483 KE1483; North East Units Scale Converg. KE1483;SPC MO W - 325,610.812 843,251.122 MT 0.99994174 -0 02 57.1 KE1483;SPC KS N - 90,757.995 695,931.479 MT 0.99996027 +2 09 54.5 KE1483;UTM 15 - 4,329,116.571 363,546.206 MT 0.99982927 -0 59 43.4 KE1483 KE1483: Primary Azimuth Mark Grid Az KE1483:SPC MO W - KANSAS CITY CATH CATHEDRAL CUP 272 32 31.1 KE1483:SPC KS N - KANSAS CITY CATH CATHEDRAL CUP 270 19 39.5 KE1483:UTM 15 - KANSAS CITY CATH CATHEDRAL CUP 273 29 17.4 KE1483 KE1483|---------------------------------------------------------------------| KE1483| PID Reference Object Distance Geod. Az | KE1483| dddmmss.s | KE1483| KE1361 VORTAC BLUE SPRINGS BSP APPROX.28.3 KM 1021314.4 | KE1483| JE1995 LENEXA NEW MUN TANK APPROX.20.1 KM 2202422.1 | KE1483| KE1148 KANSAS CITY LAWRENCE STREET MUN TAN APPROX. 6.7 KM 2362608.6 | KE1483| KE1163 KANSAS CITY 51ST ST MUN TANK APPROX.11.2 KM 2450553.1 | KE1483| KE1166 KANSAS CITY 65TH ST MUN TANK APPROX.13.9 KM 2482634.9 | KE1483| KE1146 KANSAS CITY ARMOURDALE MUN TK APPROX. 6.4 KM 2713432.4 | KE1483| KE1465 KANSAS CITY CATH CATHEDRAL CUP APPROX. 1.0 KM 2722934.0 | KE1483| KE1169 KANSAS CITY PARK ST MUN TANK APPROX. 9.0 KM 3070209.6 | KE1483| KE1173 KANSAS CITY BPU S STACK APPROX. 7.5 KM 3174726.1 | KE1483| KE1496 PLATT WOOD MUN TANK APPROX.16.2 KM 3351936.2 | KE1483|---------------------------------------------------------------------| KE1483 KE1483 SUPERSEDED SURVEY CONTROL KE1483 KE1483 NAD 83(1997)- 39 06 01.86571(N) 094 34 40.88265(W) AD( ) 1 KE1483 NAD 83(1986)- 39 06 01.87212(N) 094 34 40.87806(W) AD( ) 1 KE1483 NAD 27 - 39 06 01.85535(N) 094 34 40.03721(W) AD( ) 1 KE1483 NGVD 29 (07/19/86) 406.9 (m) 1335. (f) VERT ANG KE1483 KE1483.Superseded values are not recommended for survey control. KE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1483.See file dsdata.txt to determine how the superseded data were derived. KE1483 KE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6354629117(NAD 83) KE1483_MARKER: DH = HORIZONTAL CONTROL DISK KE1483_SETTING: 0 = UNSPECIFIED SETTING KE1483_STAMPING: CITY HALL 1972 1984 KE1483_MARK LOGO: NGS KE1483_MAGNETIC: N = NO MAGNETIC MATERIAL KE1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KE1483+STABILITY: SURFACE MOTION KE1483 KE1483 HISTORY - Date Condition Report By KE1483 HISTORY - 1984 MONUMENTED NGS KE1483 KE1483 STATION DESCRIPTION KE1483 KE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 KE1483'THE ORIGINAL STATION MARK WAS DESTROYED IN AUGUST 1983, WHEN A NEW KE1483'ROOF WAS PUT ON THE CITY HALL BUILDING. A NEW STATION MARK WAS SET KE1483'FROM REFERENCE MEASUREMENTS TAKEN BY PERSONNEL FROM THE CITY SURVEYORS KE1483'OFFICE. CHECK ANGLES TO DISTANT LANDMARKS WERE OBTAINED. A NEW KE1483'DESCRIPTION FOLLOWS. THE STATION IS LOCATED IN KANSAS CITY, MISSOURI KE1483'AND AT THE SW CORNER OF THE ROOF OF THE KANSAS CITY CITY HALL KE1483'BUILDING, WHICH IS SITUATED BETWEEN 11TH AND 12 STREETS AND OAK AND KE1483'LOCUST AVENUES. THE STATION IS A STANDARD NGS DISK STAMPED---CITY KE1483'HALL 1972 1984---, AFFIXED TO THE ROOF WITH EPOXY CEMENT AND WITHIN A KE1483'5-INCH DIAMETER COPPER TUBE, WHICH PROJECTS 8-INCHES OR 20 CM ABOVE KE1483'THE ROOF. THE STATION IS LOCATED 73.82 FT (22.50 M) SW FROM A KE1483'CHISELED PLUS ON THE EASTERN END OF THE N PARAPET, 65.39 FT (19.93 M) KE1483'W FROM A CHISELED PLUS ON THE S END OF THE E PARAPET, 5.43 FT (1.66 M) KE1483'E FROM A CHISELED PLUS ON THE S END OF THE W PARAPET, 3.94 FT (1.20 M) KE1483'NE FROM A CHISELED PLUS ON THE SE CORNER OF THE BLDG. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE1848 *********************************************************************** JE1848 DESIGNATION - CWA JE1848 PID - JE1848 JE1848 STATE/COUNTY- MO/JACKSON JE1848 USGS QUAD - STRASBURG (1990) JE1848 JE1848 *CURRENT SURVEY CONTROL JE1848 ___________________________________________________________________ JE1848* NAD 83(1997)- 38 50 05.67228(N) 094 13 56.23309(W) ADJUSTED JE1848* NAVD 88 - 313.2 (meters) 1028. (feet) VERTCON JE1848 ___________________________________________________________________ JE1848 LAPLACE CORR- -1.38 (seconds) DEFLEC99 JE1848 GEOID HEIGHT- -32.46 (meters) GEOID99 JE1848 JE1848 HORZ ORDER - THIRD JE1848 VERT ORDER - THIRD ? (See Below) JE1848 JE1848.The horizontal coordinates were established by classical geodetic methods JE1848.and adjusted by the National Geodetic Survey in February 2000. JE1848.No horizontal observational check was made to the station. JE1848 JE1848.The NAVD 88 height was computed by applying the VERTCON shift value to JE1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JE1848.The vertical order pertains to the superseded datum. JE1848 JE1848.The Laplace correction was computed from DEFLEC99 derived deflections. JE1848 JE1848.The geoid height was determined by GEOID99. JE1848 JE1848; North East Units Scale Converg. JE1848;SPC MO W - 296,157.121 873,243.464 MT 0.99994783 +0 10 04.4 JE1848;UTM 15 - 4,299,177.821 393,044.808 MT 0.99974086 -0 46 22.1 JE1848 JE1848 SUPERSEDED SURVEY CONTROL JE1848 JE1848 NAD 83(1997)- 38 50 05.67262(N) 094 13 56.23304(W) AD( ) 3 JE1848 NAD 83(1986)- 38 50 05.67968(N) 094 13 56.22953(W) AD( ) 3 JE1848 NAD 27 - 38 50 05.64712(N) 094 13 55.42544(W) AD( ) 3 JE1848 NGVD 29 (07/19/86) 313.1 (m) 1027. (f) LEVELING 3 JE1848 JE1848.Superseded values are not recommended for survey control. JE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1848.See file dsdata.txt to determine how the superseded data were derived. JE1848 JE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC9304599178(NAD 83) JE1848_MARKER: DB = BENCH MARK DISK JE1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE1848_STAMPING: CWA 1934 JE1848_MARK LOGO: CGS+SS JE1848_MAGNETIC: O = OTHER; SEE DESCRIPTION JE1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE1848+STABILITY: SURFACE MOTION JE1848 JE1848 HISTORY - Date Condition Report By JE1848 HISTORY - 1934 MONUMENTED MOGS JE1848 HISTORY - 19810427 GOOD NGS JE1848 JE1848 STATION DESCRIPTION JE1848 JE1848'DESCRIBED BY MISSOURI GEODETIC SURVEY 1934 (UKN) JE1848'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF LEES SUMMIT, 4-1/4 JE1848'MILES NORTHEAST OF PLEASANT HILL AND ON THE NORTH RIGHT-OF-WAY OF JE1848'COUNTY LINE ROAD, AT THE JACKSON/CASS COUNTY LINE. JE1848' JE1848'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 7, JE1848'ABOUT 5 MILES EAST OF LEES SUMMIT, GO SOUTH ON HIGHWAY 7 FOR 4.05 JE1848'MILES TO COUNTY LINE ROAD. TURN LEFT AND GO EAST FOR 1.9 MILES TO JE1848'THE MARK ON THE LEFT NEAR A HOUSE OWNED BY BILL STOCKMAN. JE1848' JE1848'IT IS A U.S. COAST AND GEODETIC AND STATE SURVEY DISK, STAMPED---CWA JE1848'1934---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 7 JE1848'INCHES. IT IS 89.0 FEET WEST OF THE CENTERLINE OF A DRIVE, 67.3 JE1848'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 18.5 FEET JE1848'NORTH OF THE CENTERLINE OF THE ROAD. THE DISTANCE FROM JE1848'STATION--THORNTON--WAS MEASURED ELECTRONICALLY, BEING 1247.058 METERS JE1848'EAST OF--THORTON--. JE1848 JE1848 STATION RECOVERY (1981) JE1848 JE1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) JE1848'THE STATION IS ABOUT 9.50 MI (15.29 KM) SOUTHEAST OF LEES SUMMIT, 4.25 JE1848'MI (6.84 KM) NORTHEAST OF PLEASANT HILL AND ON THE NORTH RIGHT-OF-WAY JE1848'OF COUNTY LINE ROAD, AT THE JACKSON/CASS COUNTY LINE. TO REACH FROM JE1848'THE JUNCTION OF US HIGHWAY 50 AND STATE HIGHWAY 7, ABOUT 5 MI (8.0 KM) JE1848'EAST OF LEES SUMMIT, GO SOUTH ON HIGHWAY 7 FOR 4.05 MI (6.52 KM) TO JE1848'COUNTY LINE ROAD. TURN LEFT AND GO EAST FOR 1.9 MI (3.1 KM) TO THE JE1848'MARK ON THE LEFT NEAR A HOUSE OWNED BY BILL STOCKMAN. IT IS A US COAST JE1848'AND GEODETIC AND STATE SURVEY DISK, STAMPED CWA 1934, SET IN THE TOP JE1848'OF A SQUARE CONCRETE POST THAT PROJECTS 7 INCHES. LOCATED 89.0 FT JE1848'(27.1 M) WEST OF THE CENTERLINE OF A DRIVE, 67.3 FT (20.5 M) SOUTHWEST JE1848'OF THE SOUTHWEST CORNER OF THE HOUSE AND 18.5 FT (5.6 M) NORTH OF THE JE1848'CENTERLINE OF THE ROAD. THE DISTANCE FROM STATION THORNTON, WAS JE1848'MEASURED ELECTRONICALLY, BEING 1247.058 M (4091.389 FT) EAST OF JE1848'THORNTON. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE1753 *********************************************************************** KE1753 DESIGNATION - D 218 RESET KE1753 PID - KE1753 KE1753 STATE/COUNTY- MO/JACKSON KE1753 USGS QUAD - KANSAS CITY (1991) KE1753 KE1753 *CURRENT SURVEY CONTROL KE1753 ___________________________________________________________________ KE1753* NAD 83(1986)- 39 04 11. (N) 094 30 06. (W) SCALED KE1753* NAVD 88 - 235.75 (meters) 773.5 (feet) RESET KE1753 ___________________________________________________________________ KE1753 GEOID HEIGHT- -32.47 (meters) GEOID99 KE1753 KE1753 VERT ORDER - THIRD KE1753 KE1753.The horizontal coordinates were scaled from a topographic map and have KE1753.an estimated accuracy of +/- 6 seconds. KE1753 KE1753.The orthometric height was computed from unverified reset data. KE1753.No vertical observational check was made to the station. KE1753 KE1753.The geoid height was determined by GEOID99. KE1753 KE1753; North East Units Estimated Accuracy KE1753;SPC MO W - 322,190. 849,860. MT (+/- 180 meters Scaled) KE1753 KE1753 SUPERSEDED SURVEY CONTROL KE1753 KE1753 NGVD 29 (10/29/03) 235.67 (m) 773.2 (f) RESET 3 KE1753 KE1753.Superseded values are not recommended for survey control. KE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1753.See file dsdata.txt to determine how the superseded data were derived. KE1753 KE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD700255(NAD 83) KE1753_MARKER: DV = VERTICAL CONTROL DISK KE1753_SETTING: 38 = BRIDGE PIER KE1753_STAMPING: D 218 1948 RESET 1991 KE1753_MARK LOGO: NGS KE1753_MAGNETIC: N = NO MAGNETIC MATERIAL KE1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KE1753+SATELLITE: SATELLITE OBSERVATIONS - 1991 KE1753 KE1753 HISTORY - Date Condition Report By KE1753 HISTORY - 1991 MONUMENTED MODNR KE1753 HISTORY - 20010331 GOOD NGS KE1753 KE1753 STATION DESCRIPTION KE1753 KE1753'DESCRIBED BY MO DEPT OF NAT RES 1991 KE1753'LOCATED UNDER THE U.S. HIGHWAY 40 OVERPASS WITH THE CHICAGO, ROCK KE1753'ISLAND PACIFIC RAILROAD, ABOUT 0.50 MILES EAST ON HIGHWAY 40 FROM THE KE1753'INTERSECTION OF HIGHWAY 40 AND INTERSTATE 70, IS ON THE WEST TIE BEAM KE1753'BETWEEN THE TWO SOUTH PIERS,AND ABOUT 6 FEET ABOVE THE TRACK. KE1753'NOTE--- A LADDER IS NEEDED TO REACH THIS MARK. KE1753 KE1753 STATION RECOVERY (2001) KE1753 KE1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1753'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE0142 *********************************************************************** KE0142 DESIGNATION - E 231 RESET KE0142 PID - KE0142 KE0142 STATE/COUNTY- MO/JACKSON KE0142 USGS QUAD - INDEPENDENCE (1990) KE0142 KE0142 *CURRENT SURVEY CONTROL KE0142 ___________________________________________________________________ KE0142* NAD 83(1986)- 39 04 44. (N) 094 25 10. (W) SCALED KE0142* NAVD 88 - 301.46 (meters) 989.0 (feet) RESET KE0142 ___________________________________________________________________ KE0142 GEOID HEIGHT- -32.50 (meters) GEOID99 KE0142 KE0142 VERT ORDER - THIRD KE0142 KE0142.The horizontal coordinates were scaled from a topographic map and have KE0142.an estimated accuracy of +/- 6 seconds. KE0142 KE0142.The orthometric height was computed from unverified reset data. KE0142 KE0142.The geoid height was determined by GEOID99. KE0142 KE0142; North East Units Estimated Accuracy KE0142;SPC MO W - 323,210. 856,970. MT (+/- 180 meters Scaled) KE0142 KE0142 SUPERSEDED SURVEY CONTROL KE0142 KE0142 NGVD 29 (??/??/??) 301.37 (m) 988.7 (f) RESET 3 KE0142 KE0142.Superseded values are not recommended for survey control. KE0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE0142.See file dsdata.txt to determine how the superseded data were derived. KE0142 KE0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD772264(NAD 83) KE0142_MARKER: DB = BENCH MARK DISK KE0142_SETTING: 30 = CULVERT KE0142_STAMPING: E 231 RESET 1967 KE0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KE0142 KE0142 HISTORY - Date Condition Report By KE0142 HISTORY - 1967 MONUMENTED MOHC KE0142 HISTORY - 1981 GOOD NGS KE0142 HISTORY - 20010331 GOOD NGS KE0142 KE0142 STATION DESCRIPTION KE0142 KE0142'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1967 KE0142'1.3 MI SE FROM INDEPENDENCE. KE0142'1.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM KE0142'THE STATION AT INDEPENDENCE, AT THE CROSSING OF THE ALTON KE0142'AVENUE OVERPASS, 63 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, KE0142'14.3 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE CENTER KE0142'OF THE NEW SOUTH HEADWALL OF THE 2.5 X 4 FOOT CONCRETE BOX KE0142'CULVERT EXTENSION UNDER THE SOUTHEAST CORNER OF THE ALTON KE0142'AVENUE OVERPASS. KE0142 KE0142 STATION RECOVERY (1981) KE0142 KE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 KE0142'RECOVERED IN GOOD CONDITION. KE0142 KE0142 STATION RECOVERY (2001) KE0142 KE0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE0142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE1736 *********************************************************************** KE1736 DESIGNATION - G 170 RESET KE1736 PID - KE1736 KE1736 STATE/COUNTY- MO/JACKSON KE1736 USGS QUAD - KANSAS CITY (1991) KE1736 KE1736 *CURRENT SURVEY CONTROL KE1736 ___________________________________________________________________ KE1736* NAD 83(1986)- 39 06 48. (N) 094 34 42. (W) SCALED KE1736* NAVD 88 - 233.42 (meters) 765.8 (feet) RESET KE1736 ___________________________________________________________________ KE1736 GEOID HEIGHT- -32.45 (meters) GEOID99 KE1736 KE1736 VERT ORDER - THIRD KE1736 KE1736.The horizontal coordinates were scaled from a topographic map and have KE1736.an estimated accuracy of +/- 6 seconds. KE1736 KE1736.The orthometric height was computed from unverified reset data. KE1736.No vertical observational check was made to the station. KE1736 KE1736.The geoid height was determined by GEOID99. KE1736 KE1736; North East Units Estimated Accuracy KE1736;SPC MO W - 327,030. 843,230. MT (+/- 180 meters Scaled) KE1736 KE1736 SUPERSEDED SURVEY CONTROL KE1736 KE1736 NGVD 29 (10/29/03) 233.34 (m) 765.5 (f) RESET 3 KE1736 KE1736.Superseded values are not recommended for survey control. KE1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1736.See file dsdata.txt to determine how the superseded data were derived. KE1736 KE1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD635305(NAD 83) KE1736_MARKER: DB = BENCH MARK DISK KE1736_SETTING: 38 = BRIDGE COLUMN KE1736_STAMPING: G 170 RESET 1988 KE1736_MARK LOGO: NGS KE1736_MAGNETIC: N = NO MAGNETIC MATERIAL KE1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE1736 KE1736 HISTORY - Date Condition Report By KE1736 HISTORY - 1988 MONUMENTED MOHC KE1736 KE1736 STATION DESCRIPTION KE1736 KE1736'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988 KE1736'IN KANSAS CITY, ON STATE ROUTE 9, HEART OF AMERICA BRIDGE ACROSS THE KE1736'MISSOURI RIVER INTO NORTH KANSAS CITY, LOCATED 23 1/2 FEET WEST OF KE1736'CENTERLINE OF BRIDGE, 5 FEET NORTH OF THE NORTH CURB OF FIRST STREET, KE1736'4 FEET ABOVE GROUND LEVEL AND ABOUT 360 FEET WEST OF THE CENTERLINE KE1736'OF INTERSECTION OF HOLMES STREET. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE0081 *********************************************************************** KE0081 DESIGNATION - J 219 RESET KE0081 PID - KE0081 KE0081 STATE/COUNTY- MO/JACKSON KE0081 USGS QUAD - MISSOURI CITY (1990) KE0081 KE0081 *CURRENT SURVEY CONTROL KE0081 ___________________________________________________________________ KE0081* NAD 83(1986)- 39 11 53. (N) 094 16 16. (W) SCALED KE0081* NAVD 88 - 218.71 (+/-2cm) 717.6 (feet) VERTCON KE0081 ___________________________________________________________________ KE0081 GEOID HEIGHT- -32.56 (meters) GEOID99 KE0081 KE0081 VERT ORDER - THIRD (See Below) KE0081 KE0081.The horizontal coordinates were scaled from a topographic map and have KE0081.an estimated accuracy of +/- 6 seconds. KE0081 KE0081.The NAVD 88 height was computed by applying the VERTCON shift value to KE0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE0081.The vertical order pertains to the superseded datum. KE0081 KE0081.The geoid height was determined by GEOID99. KE0081 KE0081; North East Units Estimated Accuracy KE0081;SPC MO W - 336,460. 869,770. MT (+/- 180 meters Scaled) KE0081 KE0081 SUPERSEDED SURVEY CONTROL KE0081 KE0081 NGVD 29 (10/29/03) 218.63 (m) 717.3 (f) RESET 3 KE0081 KE0081.Superseded values are not recommended for survey control. KE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE0081.See file dsdata.txt to determine how the superseded data were derived. KE0081 KE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD902395(NAD 83) KE0081_MARKER: DB = BENCH MARK DISK KE0081_SETTING: 0 = UNSPECIFIED SETTING KE0081_STAMPING: J 219 RESET 1976 KE0081_MARK LOGO: CGS KE0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KE0081 KE0081 HISTORY - Date Condition Report By KE0081 HISTORY - 1976 MONUMENTED NGS KE0081 HISTORY - 1986 GOOD NGS KE0081 KE0081 STATION DESCRIPTION KE0081 KE0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 KE0081'2 MI NE FROM ATHERSON. KE0081'TO REACH THE BENCH MARK FROM ATHERSON, GO NORTH ON A PAVED KE0081'ROAD FOR 0.4 MILE TO A T-ROAD, TURN RIGHT AND GO EAST, NORTH KE0081'AND EAST ON A PAVED ROAD FOR 2.3 MILES TO RAILROAD CROSSING KE0081'AND THE BENCH MARK ON THE LEFT, ABOUT 250 FEET NORTH OF THE KE0081'CENTER OF THE PAVED ROAD, ABOUT 72 FEET WEST OF THE NORTHWEST KE0081'RAIL OF THE MOST NORTHWESTERLY TRACK, 0.8 FOOT NORTHEAST OF A KE0081'METAL WITNESS POST AND 0.6 FOOT WEST OF A RIGHT-OF-WAY FENCE. KE0081'A 4-INCH CAST ALUMINUM BENCH MARK, STAMPED J 219 RESET 1976 KE0081'AND SET FLUSH WITH THE GROUND SURFACE. KE0081 KE0081 STATION RECOVERY (1986) KE0081 KE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KE0081'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 4.5 KM (2.8 MI) KE0081'EASTERLY ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH STATE HIGHWAY KE0081'291 IN INDEPENDENCE, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY ALONG BLUE KE0081'MILLS ROAD, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG ATHERTON ROAD, KE0081'THENCE 3.0 KM (1.85 MI) NORTHWEST ALONG THE SANTA FE RAILROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE0235 *********************************************************************** KE0235 DESIGNATION - K 47 RESET KE0235 PID - KE0235 KE0235 STATE/COUNTY- MO/JACKSON KE0235 USGS QUAD - KANSAS CITY (1991) KE0235 KE0235 *CURRENT SURVEY CONTROL KE0235 ___________________________________________________________________ KE0235* NAD 83(1986)- 39 07 04. (N) 094 32 53. (W) SCALED KE0235* NAVD 88 - 229.05 (meters) 751.5 (feet) RESET KE0235 ___________________________________________________________________ KE0235 GEOID HEIGHT- -32.46 (meters) GEOID99 KE0235 KE0235 VERT ORDER - THIRD KE0235 KE0235.The horizontal coordinates were scaled from a topographic map and have KE0235.an estimated accuracy of +/- 6 seconds. KE0235 KE0235.The orthometric height was computed from unverified reset data. KE0235 KE0235.The geoid height was determined by GEOID99. KE0235 KE0235; North East Units Estimated Accuracy KE0235;SPC MO W - 327,530. 845,840. MT (+/- 180 meters Scaled) KE0235 KE0235 SUPERSEDED SURVEY CONTROL KE0235 KE0235.No superseded survey control is available for this station. KE0235 KE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD661309(NAD 83) KE0235_MARKER: DB = BENCH MARK DISK KE0235_SETTING: 38 = PIER KE0235_STAMPING: K 47 1938 RESET 1954 KE0235_MARK LOGO: USGS KE0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE0235 KE0235 HISTORY - Date Condition Report By KE0235 HISTORY - 1954 MONUMENTED USGS KE0235 HISTORY - 1986 GOOD NGS KE0235 KE0235 STATION DESCRIPTION KE0235 KE0235'DESCRIBED BY US GEOLOGICAL SURVEY 1954 KE0235'AT KANSAS CITY. KE0235'IN THE NORTHEASTERN PORTION OF KANSAS CITY, JACKSON COUNTY, KE0235'ON THE MISSOURI PACIFIC RAILROAD, 3 FEET SOUTHEAST OF THE KE0235'SOUTHEAST CORNER OF THE CHESTNUT AVENUE YARD OFFICE, AT THE KE0235'CHESTNUT AVENUE OVERPASS, AT THE FOURTH PIER NORTH OF THE SOUTH KE0235'END, IN THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 2 FEET KE0235'HIGHER THAN THE GROUND. A STANDARD DISK, STAMPED K 47 1938 KE0235'RESET 1954. KE0235 KE0235 STATION RECOVERY (1986) KE0235 KE0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KE0235'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7377 *********************************************************************** AA7377 DESIGNATION - KANSAS CITY RESET AA7377 PID - AA7377 AA7377 STATE/COUNTY- MO/JACKSON AA7377 USGS QUAD - KANSAS CITY (1991) AA7377 AA7377 *CURRENT SURVEY CONTROL AA7377 ___________________________________________________________________ AA7377* NAD 83(1986)- 39 05 59. (N) 094 34 28. (W) SCALED AA7377* NAVD 88 - 277.17 (+/-2cm) 909.3 (feet) VERTCON AA7377 ___________________________________________________________________ AA7377 GEOID HEIGHT- -32.45 (meters) GEOID99 AA7377 AA7377 VERT ORDER - THIRD (See Below) AA7377 AA7377.The horizontal coordinates were scaled from a topographic map and have AA7377.an estimated accuracy of +/- 6 seconds. AA7377 AA7377.The NAVD 88 height was computed by applying the VERTCON shift value to AA7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7377.The vertical order pertains to the superseded datum. AA7377 AA7377.The geoid height was determined by GEOID99. AA7377 AA7377; North East Units Estimated Accuracy AA7377;SPC MO W - 325,520. 843,560. MT (+/- 180 meters Scaled) AA7377 AA7377 SUPERSEDED SURVEY CONTROL AA7377 AA7377 NGVD 29 (10/29/03) 277.09 (m) 909.1 (f) RESET 3 AA7377 AA7377.Superseded values are not recommended for survey control. AA7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7377.See file dsdata.txt to determine how the superseded data were derived. AA7377 AA7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD638290(NAD 83) AA7377_MARKER: DV = VERTICAL CONTROL DISK AA7377_SETTING: 31 = SIDEWALK AA7377_STAMPING: KANSAS CITY RESET 1991 AA7377_MARK LOGO: NGS AA7377_MAGNETIC: N = NO MAGNETIC MATERIAL AA7377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA7377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7377+SATELLITE: SATELLITE OBSERVATIONS - 1991 AA7377 AA7377 HISTORY - Date Condition Report By AA7377 HISTORY - 1991 MONUMENTED MODNR AA7377 HISTORY - 20030404 POOR MODNR AA7377 AA7377 STATION DESCRIPTION AA7377 AA7377'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC) AA7377'THE BENCH MARK IS LOCATED AT THE FEDERAL BUILDING 601 EAST 12TH. AA7377'STREET, KANSAS CITY, MO. THE MARK IS NEAR THE NORTH ENTERENCE OF THE AA7377'BUILDING AND 40.0 FT (12.2 M) . NORTHWEST FROM THE NORTHWEST CORNER OF AA7377'THE BUILDING FACING 12TH. STREET, 19.3 FT (5.9 M) SOUTH FROM THE FRONT AA7377'OF THE CURB TO A CIRCLE DRIVE, 2.2 FT (0.7 M). EAST FROM THE FLAG POLE AA7377'NEAR THE CIRCLE DRIVE. AA7377 AA7377 STATION RECOVERY (2003) AA7377 AA7377'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC) AA7377'BENCHMARK DESTROYED BY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE1738 *********************************************************************** KE1738 DESIGNATION - M 219 RESET KE1738 PID - KE1738 KE1738 STATE/COUNTY- MO/JACKSON KE1738 USGS QUAD - KANSAS CITY (1991) KE1738 KE1738 *CURRENT SURVEY CONTROL KE1738 ___________________________________________________________________ KE1738* NAD 83(1986)- 39 07 08. (N) 094 34 49. (W) SCALED KE1738* NAVD 88 - 227.20 (meters) 745.4 (feet) RESET KE1738 ___________________________________________________________________ KE1738 GEOID HEIGHT- -32.45 (meters) GEOID99 KE1738 KE1738 VERT ORDER - THIRD KE1738 KE1738.The horizontal coordinates were scaled from a topographic map and have KE1738.an estimated accuracy of +/- 6 seconds. KE1738 KE1738.The orthometric height was computed from unverified reset data. KE1738.No vertical observational check was made to the station. KE1738 KE1738.The geoid height was determined by GEOID99. KE1738 KE1738; North East Units Estimated Accuracy KE1738;SPC MO W - 327,650. 843,060. MT (+/- 180 meters Scaled) KE1738 KE1738 SUPERSEDED SURVEY CONTROL KE1738 KE1738 NGVD 29 (10/29/03) 227.12 (m) 745.1 (f) RESET 3 KE1738 KE1738.Superseded values are not recommended for survey control. KE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1738.See file dsdata.txt to determine how the superseded data were derived. KE1738 KE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD633311(NAD 83) KE1738_MARKER: DB = BENCH MARK DISK KE1738_SETTING: 38 = BRIDGE ABUTMENT KE1738_STAMPING: M 219 RESET 1988 KE1738_MARK LOGO: NGS KE1738_MAGNETIC: N = NO MAGNETIC MATERIAL KE1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE1738 KE1738 HISTORY - Date Condition Report By KE1738 HISTORY - 1988 MONUMENTED MOHC KE1738 KE1738 STATION DESCRIPTION KE1738 KE1738'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988 KE1738'IN KANSAS CITY, APPROXIMATELY 50 FEET SOUTH OF THE CITY LIMITS, NORTH KE1738'KANSAS CITY, IN THE SOUTHWEST FACE OF CRASH WALL OF THIRD BENT SOUTH KE1738'OF NORTH ABUTMENT OF ROUTE 9 BRIDGE OVER RAILROAD TRACKS, ABOUT 1,370 KE1738'FEET SOUTH OF INTERSECTION OF 10TH AND BURLINGTON, LOCATED 4 FEET KE1738'ABOVE GROUND, 30 FEET NORTHWEST OF RAILROAD SPUR TRACK, 227 FEET KE1738'NORTHEAST OF NORTHEAST CORNER OF ABANDONDED STONE BRIDGE PIER, AND KE1738'137 FEET NORTHWEST OF NORTHWEST CORNER OF RAILROAD SIGNAL CONTROL KE1738'TOWER BASE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KE0105 *********************************************************************** KE0105 DESIGNATION - T 218 RESET KE0105 PID - KE0105 KE0105 STATE/COUNTY- MO/JACKSON KE0105 USGS QUAD - INDEPENDENCE (1990) KE0105 KE0105 *CURRENT SURVEY CONTROL KE0105 ___________________________________________________________________ KE0105* NAD 83(1986)- 39 07 13. (N) 094 26 36. (W) SCALED KE0105* NAVD 88 - 229.70 (meters) 753.6 (feet) RESET KE0105 ___________________________________________________________________ KE0105 GEOID HEIGHT- -32.51 (meters) GEOID99 KE0105 KE0105 VERT ORDER - THIRD KE0105 KE0105.The horizontal coordinates were scaled from a topographic map and have KE0105.an estimated accuracy of +/- 6 seconds. KE0105 KE0105.The orthometric height was computed from unverified reset data. KE0105 KE0105.The geoid height was determined by GEOID99. KE0105 KE0105; North East Units Estimated Accuracy KE0105;SPC MO W - 327,800. 854,900. MT (+/- 180 meters Scaled) KE0105 KE0105 SUPERSEDED SURVEY CONTROL KE0105 KE0105.No superseded survey control is available for this station. KE0105 KE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD752311(NAD 83) KE0105_MARKER: DB = BENCH MARK DISK KE0105_SETTING: 35 = LANDING KE0105_STAMPING: T 218 RESET 1970 KE0105_MARK LOGO: CGS KE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KE0105+STABILITY: SURFACE MOTION KE0105 KE0105 HISTORY - Date Condition Report By KE0105 HISTORY - 1970 MONUMENTED NGS KE0105 HISTORY - 1986 GOOD NGS KE0105 KE0105 STATION DESCRIPTION KE0105 KE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 KE0105'AT SUGAR CREEK. KE0105'AT SUGAR CREEK, ON PROPERTY OF THE STANDARD OIL COMPANY, ABOUT KE0105'1/4 MILE WEST-SOUTHWEST OF THE MAIN OFFICE BUILDING, 0.15 MILE KE0105'NORTH OF THE INTERSECTION OF PUTMAN AND STERLING STREETS AND KE0105'THE CRAWFORD GATE WHICH LEADS WEST TO THE REFINERY, JUST NORTH KE0105'OF THE TRUCK GATE, CEMENTED IN A DRILL HOLE IN THE SOUTH CENTER KE0105'OF A CONCRETE FOUNDATION FOR A LOADING RACK FOR UNLEADED GAS. KE0105'NOTE-- A PASS WILL HAVE TO BE OBTAINED AT THE MAIN OFFICE TO KE0105'ENTER THE REFINERY. KE0105 KE0105 STATION RECOVERY (1986) KE0105 KE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KE0105'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0064 *********************************************************************** JE0064 DESIGNATION - W 205 RESET JE0064 PID - JE0064 JE0064 STATE/COUNTY- MO/JACKSON JE0064 USGS QUAD - LAKE JACOMO (1990) JE0064 JE0064 *CURRENT SURVEY CONTROL JE0064 ___________________________________________________________________ JE0064* NAD 83(1986)- 38 53 18. (N) 094 21 45. (W) SCALED JE0064* NAVD 88 - 312.21 (meters) 1024.3 (feet) RESET JE0064 ___________________________________________________________________ JE0064 GEOID HEIGHT- -32.41 (meters) GEOID99 JE0064 JE0064 VERT ORDER - THIRD JE0064 JE0064.The horizontal coordinates were scaled from a topographic map and have JE0064.an estimated accuracy of +/- 6 seconds. JE0064 JE0064.The orthometric height was computed from unverified reset data. JE0064.No vertical observational check was made to the station. JE0064 JE0064.The geoid height was determined by GEOID99. JE0064 JE0064; North East Units Estimated Accuracy JE0064;SPC MO W - 302,060. 861,930. MT (+/- 180 meters Scaled) JE0064 JE0064 SUPERSEDED SURVEY CONTROL JE0064 JE0064 NGVD 29 (10/29/03) 312.10 (m) 1023.9 (f) RESET 3 JE0064 JE0064.Superseded values are not recommended for survey control. JE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE0064.See file dsdata.txt to determine how the superseded data were derived. JE0064 JE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD818052(NAD 83) JE0064_MARKER: DB = BENCH MARK DISK JE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0064_STAMPING: W 205 RESET 1974 JE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0064+STABILITY: SURFACE MOTION JE0064 JE0064 HISTORY - Date Condition Report By JE0064 HISTORY - 1974 MONUMENTED MPRR JE0064 JE0064 STATION DESCRIPTION JE0064 JE0064'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1974 JE0064'1.6 MI SE FROM LEES SUMMIT. JE0064'ALONG THE MISSOURI PACIFIC RAILROAD, 1.6 MILES SOUTHEAST OF THE JE0064'MISSOURI PACIFIC RAILROAD STATION IN LEES SUMMIT, AT A PRIVATE JE0064'ROAD CROSSING, 47 FEET SOUTHWEST OF THE CENTER OF THE MAIN JE0064'TRACK, 80 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD, 17 JE0064'FEET SOUTH OF RELOCATED MILE POST 258, 3 FEET SOUTHEAST OF AND JE0064'27 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A 6 FT X 6 FT JE0064'METAL SIGNAL CABIN, 3 FEET SOUTHEAST OF DOWN GUY ON RELOCATED JE0064'MILE POST 258, 2 FEET EAST OF WIRE FENCE, SET IN THE TOP OF A JE0064'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.