1 National Geodetic Survey, Retrieval Date = MAY 1, 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NAVD 88 height was computed by applying the VERTCON shift value to AA7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7377.The vertical order pertains to the superseded datum.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 MT (+/- 180 meters Scaled) AA7377 AA7377 SUPERSEDED SURVEY CONTROL AA7377 AA7377 NGVD 29 - 277.09 (m) 909.1 (f) RESET 3 AA7377 AA7377.Superseded values are not recommended for survey control.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 AA7377.See file dsdata.txt to determine how the superseded data were derived.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 = MAY 1, 2003 JE1849 *********************************************************************** JE1849 DESIGNATION - TARSNEY JE1849 PID - JE1849 JE1849 STATE/COUNTY- MO/JACKSON JE1849 USGS QUAD - TARSNEY LAKES (1990) JE1849 JE1849 *CURRENT SURVEY CONTROL JE1849 ___________________________________________________________________ JE1849* NAD 83(1997)- 38 55 33.30998(N) 094 12 54.72292(W) ADJUSTED JE1849* NAVD 88 - 307. (meters) 1007. (feet) SCALED JE1849 ___________________________________________________________________ JE1849 LAPLACE CORR- -1.21 (seconds) DEFLEC99 JE1849 GEOID HEIGHT- -32.52 (meters) GEOID99 JE1849 JE1849 HORZ ORDER - SECOND JE1849 JE1849.The horizontal coordinates were established by classical geodetic methods JE1849.and adjusted by the National Geodetic Survey in February 2000. JE1849 JE1849.The orthometric height was scaled from a topographic map. JE1849 JE1849.The Laplace correction was computed from DEFLEC99 derived deflections. JE1849 JE1849.The geoid height was determined by GEOID99. JE1849 JE1849; North East Units Scale Converg. JE1849;SPC MO W - 306,264.403 874,695.404 MT 0.99994868 +0 10 44.2 JE1849;UTM 15 - 4,309,257.765 394,662.312 MT 0.99973663 -0 45 49.0 JE1849 JE1849: Primary Azimuth Mark Grid Az JE1849:SPC MO W - TARSNEY AZ MK 350 19 57.1 JE1849:UTM 15 - TARSNEY AZ MK 351 16 30.3 JE1849 JE1849|---------------------------------------------------------------------| JE1849| PID Reference Object Distance Geod. Az | JE1849| dddmmss.s | JE1849| CN7252 TARSNEY RM 1 91.494 METERS 24140 | JE1849| CN7253 TARSNEY RM 2 97.213 METERS 30820 | JE1849| KE1357 BLUE SPRINGS DISTRICT 8 TANK APPROX.12.0 KM 3212548.8 | JE1849| CN7251 TARSNEY AZ MK 3503041.3 | JE1849|---------------------------------------------------------------------| JE1849 JE1849 SUPERSEDED SURVEY CONTROL JE1849 JE1849 NAD 83(1997)- 38 55 33.31021(N) 094 12 54.72301(W) AD( ) 2 JE1849 NAD 83(1986)- 38 55 33.31675(N) 094 12 54.71936(W) AD( ) 2 JE1849 NAD 27 - 38 55 33.28780(N) 094 12 53.91472(W) AD( ) 2 JE1849 JE1849.Superseded values are not recommended for survey control. JE1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1849.See file dsdata.txt to determine how the superseded data were derived. JE1849 JE1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD9466209258(NAD 83) JE1849_MARKER: DS = TRIANGULATION STATION DISK JE1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JE1849+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 JE1849 JE1849 HISTORY - Date Condition Report By JE1849 HISTORY - 1949 MONUMENTED CGS JE1849 HISTORY - 20030316 GOOD GEOCAC JE1849 JE1849 STATION DESCRIPTION JE1849 JE1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE) JE1849'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF GRAIN VALLEY, JE1849'4.5 MILES NORTH-NORTHWEST OF LONE JACK AND 1.1 MILES SOUTH JE1849'OF TARSNEY STORE ON LAND OWNED AND OCCUPIED BY MR. RAY J. MOORE. JE1849'IT IS IN THE CENTER OF EAST-WEST FARM LANE, 19 FEET NORTH OF JE1849'THE CENTER OF A TRACK ROAD, 10 FEET SOUTH OF EAST-WEST FENCE LINE JE1849'AND 3 FEET WEST OF WITNESS POST. IT IS STAMPED TARSNEY 1949 JE1849'AND PROJECTS 3 INCHES. JE1849' JE1849'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 135 FEET SOUTH JE1849'OF THE CENTER OF DRIVEWAY, 30 FEET EAST OF THE CENTER OF COUNTY JE1849'ROUTE 20E, 3 FEET NORTH OF TELEPHONE POLE AND 1 FOOT WEST OF JE1849'NORTH-SOUTH FENCE LINE. IT IS STAMPED TARSNEY NO 1 1949 AND JE1849'PROJECTS 6 INCHES. JE1849' JE1849'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 200 FEET JE1849'NORTH OF DRIVEWAY, 30 FEET EAST OF COUNTY ROUTE 20E, 2 FEET JE1849'SOUTH OF TELEPHONE POLE AND 1 FOOT WEST OF NORTH-SOUTH FENCE JE1849'LINE. IT IS STAMPED TARSNEY NO 2 1949 AND PROJECTS 5 INCHES. JE1849' JE1849'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 30 FEET JE1849'WEST OF COUNTY ROUTE 20E, 3 FEET SOUTH OF WITNESS POST, 2 FEET JE1849'SOUTH OF POWER LINE POLE AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE. JE1849'IT IS STAMPED TARSNEY 1949 AND PROJECTS 4 INCHES. JE1849' JE1849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND JE1849'COUNTY ROUTE 20E AT THE SOUTH EDGE OF GRAIN VALLEY, GO SOUTH JE1849'ON COUNTY ROUTE 20E FOR 5.0 MILES TO TARSNEY STORE ON THE RIGHT, JE1849'CONTINUE SOUTH ON COUNTY ROUTE 20E FOR 0.8 MILE TO THE AZIMUTH JE1849'MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON COUNTY ROUTE JE1849'20E FOR 0.3 MILE TO DRIVEWAY ON THE LEFT, TURN LEFT INTO JE1849'DRIVEWAY AND GO EAST FOR 0.05 MILE TO STATION ON THE LEFT AS JE1849'DESCRIBED. JE1849' JE1849'A 74 FOOT SIGNAL AT STATION BOWLER 1884 IS VISIBLE AT 4 FEET. JE1849' JE1849'A 74 FOOT SIGNAL AT STATION BLUE IS VISIBLE AT 4 FEET. JE1849' JE1849'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. JE1849 JE1849 STATION RECOVERY (2003) JE1849 JE1849'RECOVERY NOTE BY GEOCACHING 2003 (WMS) JE1849'RECOVERED MARK AND BOTH REFERENCE POINTS IN GOOD CONDITION. JE1849' JE1849'LOCATION OF MARK (LAT LONG) SHOULD BE ADJUSTED ABOUT 12 FEET TO THE JE1849'SOUTH, ACCORDING TO SATELLITE PHOTOS AND MY ON THE GROUND JE1849'OBSERVATIONS. JE1849' JE1849'DESCRIPTION ON REF NBR 2 SHOULD BE 2 FEET NORTH OF TELEPHONE POLE, NOT JE1849'SOUTH, AND UNDER FENCE (OR INLINE WITH FENCE), NOT 1 FOOT WEST. JE1849' JE1849'NO SIGN OF WITNESS POST MARKING AZMUTH MARK, SO IT WASNT RECOVERED, JE1849'YET.