1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0166 *********************************************************************** JE0166 DESIGNATION - 18 A RESET JE0166 PID - JE0166 JE0166 STATE/COUNTY- MO/CASS JE0166 USGS QUAD - PECULIAR (1981) JE0166 JE0166 *CURRENT SURVEY CONTROL JE0166 ___________________________________________________________________ JE0166* NAD 83(1986)- 38 40 26. (N) 094 24 58. (W) SCALED JE0166* NAVD 88 - 270.78 (meters) 888.4 (feet) RESET JE0166 ___________________________________________________________________ JE0166 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0166 JE0166 VERT ORDER - THIRD JE0166 JE0166.The horizontal coordinates were scaled from a topographic map and have JE0166.an estimated accuracy of +/- 6 seconds. JE0166 JE0166.The orthometric height was computed from unverified reset data. JE0166 JE0166.The geoid height was determined by GEOID99. JE0166 JE0166; North East Units Estimated Accuracy JE0166;SPC MO W - 278,250. 857,300. MT (+/- 180 meters Scaled) JE0166 JE0166 SUPERSEDED SURVEY CONTROL JE0166 JE0166.No superseded survey control is available for this station. JE0166 JE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC768815(NAD 83) JE0166_MARKER: DB = BENCH MARK DISK JE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0166_STAMPING: 18 A USGS RESET 1965 JE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0166+STABILITY: SURFACE MOTION JE0166 JE0166 HISTORY - Date Condition Report By JE0166 HISTORY - 1965 MONUMENTED CGS JE0166 JE0166 STATION DESCRIPTION JE0166 JE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JE0166'3.6 MI NW FROM HARRISONVILLE. JE0166'ABOUT 3.6 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO JE0166'RAILWAY FROM HARRISONVILLE, 74 FEET SOUTH OF THE CENTERLINE JE0166'OF U.S. HIGHWAY 71, 12.5 FEET NORTH OF THE NORTH RAIL OF RAILROAD JE0166'TRACK, 11.5 FEET EAST OF THE CENTER OF FARM ROAD WHICH LEADS JE0166'SOUTH OF A FARM HOUSE ON THE TOP OF HILL, AND 1.5 FEET SOUTH JE0166'OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN THE TOP JE0166'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. THE MARK JE0166'CAN BE REACH FROM THE JUNCTION OF U.S. HIGHWAYS 71 AND BYPASS JE0166'71 AT THE NORTHWEST SIDE OF HARRISONVILLE, GO WEST ON U.S. HIGHWAY JE0166'71 FOR 2.0 MILES TO A FARM ROAD AND THE BENCH MARK ON THE LEFT. JE0166'THE MARK WAS MOVED 245.8 FEET, MAGNETIC COMPASS BEARING 258 JE0166'DEGREES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4267 *********************************************************************** AA4267 DESIGNATION - A 182 RESET AA4267 PID - AA4267 AA4267 STATE/COUNTY- MO/CASS AA4267 USGS QUAD - GARDEN CITY (1954) AA4267 AA4267 *CURRENT SURVEY CONTROL AA4267 ___________________________________________________________________ AA4267* NAD 83(1986)- 38 35 13. (N) 094 13 51. (W) SCALED AA4267* NAVD 88 - 271.79 (+/-2cm) 891.7 (feet) VERTCON AA4267 ___________________________________________________________________ AA4267 GEOID HEIGHT- -32.29 (meters) GEOID99 AA4267 AA4267 VERT ORDER - THIRD (See Below) AA4267 AA4267.The horizontal coordinates were scaled from a topographic map and have AA4267.an estimated accuracy of +/- 6 seconds. AA4267 AA4267.The NAVD 88 height was computed by applying the VERTCON shift value to AA4267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4267.The vertical order pertains to the superseded datum. AA4267 AA4267.The geoid height was determined by GEOID99. AA4267 AA4267; North East Units Estimated Accuracy AA4267;SPC MO W - 268,630. 873,450. MT (+/- 180 meters Scaled) AA4267 AA4267 SUPERSEDED SURVEY CONTROL AA4267 AA4267 NGVD 29 (10/29/03) 271.66 (m) 891.3 (f) RESET 3 AA4267 AA4267.Superseded values are not recommended for survey control. AA4267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4267.See file dsdata.txt to determine how the superseded data were derived. AA4267 AA4267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC928716(NAD 83) AA4267_MARKER: DV = VERTICAL CONTROL DISK AA4267_SETTING: 32 = CULVERT HEADWALL AA4267_STAMPING: A 182 RESET 1990 AA4267_MARK LOGO: NGS AA4267_MAGNETIC: N = NO MAGNETIC MATERIAL AA4267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4267+STABILITY: SURFACE MOTION AA4267 AA4267 HISTORY - Date Condition Report By AA4267 HISTORY - 1990 MONUMENTED MOHC AA4267 AA4267 STATION DESCRIPTION AA4267 AA4267'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990 (GK) AA4267'ABOUT 0.2 MILES (0.3 KM) NORTH ALONG STATE ROAD F FROM THE HIGH-GRADE AA4267'SCHOOL IN GARDEN CITY, THENCE 2.55 MILES (4.10 KM) NORTHWEST ALONG AA4267'STATE HIGHWAY 7, 250 FEET (76.2 M) WEST OF AND ACROSS THE HIGHWAY FROM AA4267'BENCH MARK Y 255 AT A ROAD INTERSECTION, 18 1/2 FEET SOUTHWEST OF THE AA4267'CENTERLINE OF THE HIGHWAY, A BRASS PLATE IN CULVERT HEADWALL 100 FEET AA4267'(30.5 M) RIGHT OF STATION 363+10. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2103 *********************************************************************** JE2103 DESIGNATION - A 268 RESET JE2103 PID - JE2103 JE2103 STATE/COUNTY- MO/CASS JE2103 USGS QUAD - AUSTIN (1981) JE2103 JE2103 *CURRENT SURVEY CONTROL JE2103 ___________________________________________________________________ JE2103* NAD 83(1986)- 38 36 24. (N) 094 17 20. (W) SCALED JE2103* NAVD 88 - 271.61 (meters) 891.1 (feet) RESET JE2103 ___________________________________________________________________ JE2103 GEOID HEIGHT- -32.27 (meters) GEOID99 JE2103 JE2103 VERT ORDER - THIRD JE2103 JE2103.The horizontal coordinates were scaled from a topographic map and have JE2103.an estimated accuracy of +/- 6 seconds. JE2103 JE2103.The orthometric height was computed from unverified reset data. JE2103.No vertical observational check was made to the station. JE2103 JE2103.The geoid height was determined by GEOID99. JE2103 JE2103; North East Units Estimated Accuracy JE2103;SPC MO W - 270,810. 868,390. MT (+/- 180 meters Scaled) JE2103 JE2103 SUPERSEDED SURVEY CONTROL JE2103 JE2103 NGVD 29 (10/29/03) 271.48 (m) 890.7 (f) RESET 3 JE2103 JE2103.Superseded values are not recommended for survey control. JE2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2103.See file dsdata.txt to determine how the superseded data were derived. JE2103 JE2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC877739(NAD 83) JE2103_MARKER: DV = VERTICAL CONTROL DISK JE2103_SETTING: 32 = CULVERT HEADWALL JE2103_STAMPING: A 268 RESET 1990 JE2103_MARK LOGO: NGS JE2103_MAGNETIC: N = NO MAGNETIC MATERIAL JE2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2103+STABILITY: SURFACE MOTION JE2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2103+SATELLITE: SATELLITE OBSERVATIONS - 1990 JE2103 JE2103 HISTORY - Date Condition Report By JE2103 HISTORY - 1990 MONUMENTED MODNR JE2103 JE2103 STATION DESCRIPTION JE2103 JE2103'DESCRIBED BY MO DEPT OF NAT RES 1990 JE2103'3.35 MILES SOUTH EAST ALONG MISSOURI HIGHWAY 7 FROM THE INTERSECTION JE2103'OF U.S. HIGHWAY 71 AND MISSOURI STATE HIGHWAY 7, IN THE CENTER OF JE2103'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2064 *********************************************************************** JE2064 DESIGNATION - B 182 RESET JE2064 PID - JE2064 JE2064 STATE/COUNTY- MO/CASS JE2064 USGS QUAD - GARDEN CITY (1954) JE2064 JE2064 *CURRENT SURVEY CONTROL JE2064 ___________________________________________________________________ JE2064* NAD 83(1986)- 38 34 54. (N) 094 13 03. (W) SCALED JE2064* NAVD 88 - 268.73 (meters) 881.7 (feet) RESET JE2064 ___________________________________________________________________ JE2064 GEOID HEIGHT- -32.30 (meters) GEOID99 JE2064 JE2064 VERT ORDER - THIRD JE2064 JE2064.The horizontal coordinates were scaled from a topographic map and have JE2064.an estimated accuracy of +/- 6 seconds. JE2064 JE2064.The orthometric height was computed from unverified reset data. JE2064.No vertical observational check was made to the station. JE2064 JE2064.The geoid height was determined by GEOID99. JE2064 JE2064; North East Units Estimated Accuracy JE2064;SPC MO W - 268,050. 874,610. MT (+/- 180 meters Scaled) JE2064 JE2064 SUPERSEDED SURVEY CONTROL JE2064 JE2064 NGVD 29 (10/29/03) 268.59 (m) 881.2 (f) RESET 3 JE2064 JE2064.Superseded values are not recommended for survey control. JE2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2064.See file dsdata.txt to determine how the superseded data were derived. JE2064 JE2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC939710(NAD 83) JE2064_MARKER: DB = BENCH MARK DISK JE2064_SETTING: 32 = HEADWALL OF CULVERT JE2064_STAMPING: B 182 RESET 1985 JE2064_MARK LOGO: NGS JE2064_MAGNETIC: O = OTHER; SEE DESCRIPTION JE2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2064+STABILITY: SURFACE MOTION JE2064 JE2064 HISTORY - Date Condition Report By JE2064 HISTORY - 1985 MONUMENTED NGS JE2064 HISTORY - 19850101 GOOD NGS JE2064 JE2064 STATION DESCRIPTION JE2064 JE2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 JE2064'1.5 MI (2.4 KM) NORTHWEST ALONG STATE HIGHWAY 7, FROM THE JUNCTION JE2064'WITH STATE ROAD Z AT GARDEN CITY, TO THE MARK ON THE RIGHT, IN THE JE2064'NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY. JE2064 JE2064 STATION RECOVERY (1985) JE2064 JE2064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CGS) JE2064'IT IS 2.41 KM (1.50 MI) NORTHWEST ALONG STATE HIGHWAY 7, FROM THE JE2064'JUNCTION WITH STATE ROAD 7 AT GARDEN CITY, TO THE MARK ON THE RIGHT, JE2064'SET INTO THE CENTER OF THE NORTHEAST HEADWALL OF A LARGE CONCRETE JE2064'CULVERT UNDER THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2065 *********************************************************************** JE2065 DESIGNATION - DOUGHERTY RM 4 JE2065 PID - JE2065 JE2065 STATE/COUNTY- MO/CASS JE2065 USGS QUAD - AUSTIN (1981) JE2065 JE2065 *CURRENT SURVEY CONTROL JE2065 ___________________________________________________________________ JE2065* NAD 83(1986)- 38 35 56. (N) 094 15 23. (W) SCALED JE2065* NAVD 88 - 278.06 (meters) 912.3 (feet) RESET JE2065 ___________________________________________________________________ JE2065 GEOID HEIGHT- -32.28 (meters) GEOID99 JE2065 JE2065 VERT ORDER - THIRD JE2065 JE2065.The horizontal coordinates were scaled from a topographic map and have JE2065.an estimated accuracy of +/- 6 seconds. JE2065 JE2065.The orthometric height was computed from unverified reset data. JE2065.No vertical observational check was made to the station. JE2065 JE2065.The geoid height was determined by GEOID99. JE2065 JE2065; North East Units Estimated Accuracy JE2065;SPC MO W - 269,950. 871,220. MT (+/- 180 meters Scaled) JE2065 JE2065 SUPERSEDED SURVEY CONTROL JE2065 JE2065 NGVD 29 (10/29/03) 277.93 (m) 911.8 (f) RESET 3 JE2065 JE2065.Superseded values are not recommended for survey control. JE2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2065.See file dsdata.txt to determine how the superseded data were derived. JE2065 JE2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC905730(NAD 83) JE2065_MARKER: DR = REFERENCE MARK DISK JE2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE2065_STAMPING: DOUGHERTY 1948 NO 4 1981 JE2065_MARK LOGO: NGS JE2065_MAGNETIC: N = NO MAGNETIC MATERIAL JE2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2065+STABILITY: SURFACE MOTION JE2065 JE2065 HISTORY - Date Condition Report By JE2065 HISTORY - 1981 MONUMENTED NGS JE2065 JE2065 STATION DESCRIPTION JE2065 JE2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 JE2065'0.05 MI (0.08 KM) NORTH ALONG 3RD STREET FROM THE POST OFFICE AT JE2065'GARDEN CITY, THENCE LEFT AND NORTHWEST ALONG STATE HIGHWAY 7 FOR 4.5 JE2065'MI (7.2 KM) TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO A METAL JE2065'BUILDING, 39.5 FT (12.0 M) NORTHEAST OF THE CENTERLINE OF THE JE2065'HIGHWAY, 26.0 FT (7.9 M) NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, JE2065'1 FT (0.3 M) SOUTHWEST OF A FENCE, 20.07 FT (6.12 M) EAST OF BENCH JE2065'MARK DOUGHERTY 1948 AND 38.04 FT (11.59 M) SOUTHEAST OF BENCH MARK JE2065'DOUGHERTY RM 5. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2066 *********************************************************************** JE2066 DESIGNATION - DOUGHERTY RM 5 JE2066 PID - JE2066 JE2066 STATE/COUNTY- MO/CASS JE2066 USGS QUAD - AUSTIN (1981) JE2066 JE2066 *CURRENT SURVEY CONTROL JE2066 ___________________________________________________________________ JE2066* NAD 83(1986)- 38 35 56. (N) 094 15 24. (W) SCALED JE2066* NAVD 88 - 277.94 (meters) 911.9 (feet) RESET JE2066 ___________________________________________________________________ JE2066 GEOID HEIGHT- -32.28 (meters) GEOID99 JE2066 JE2066 VERT ORDER - THIRD JE2066 JE2066.The horizontal coordinates were scaled from a topographic map and have JE2066.an estimated accuracy of +/- 6 seconds. JE2066 JE2066.The orthometric height was computed from unverified reset data. JE2066.No vertical observational check was made to the station. JE2066 JE2066.The geoid height was determined by GEOID99. JE2066 JE2066; North East Units Estimated Accuracy JE2066;SPC MO W - 269,950. 871,200. MT (+/- 180 meters Scaled) JE2066 JE2066 SUPERSEDED SURVEY CONTROL JE2066 JE2066 NGVD 29 (10/29/03) 277.81 (m) 911.4 (f) RESET 3 JE2066 JE2066.Superseded values are not recommended for survey control. JE2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2066.See file dsdata.txt to determine how the superseded data were derived. JE2066 JE2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC905730(NAD 83) JE2066_MARKER: DR = REFERENCE MARK DISK JE2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE2066_STAMPING: DOUGHERTY 1948 NO 5 1981 JE2066_MARK LOGO: NGS JE2066_MAGNETIC: N = NO MAGNETIC MATERIAL JE2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2066+STABILITY: SURFACE MOTION JE2066 JE2066 HISTORY - Date Condition Report By JE2066 HISTORY - 1981 MONUMENTED NGS JE2066 JE2066 STATION DESCRIPTION JE2066 JE2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 JE2066'0.05 MI (0.08 KM) NORTH ALONG 3RD STREET FROM THE POST OFFICE IN JE2066'GARDEN CITY, THENCE LEFT AND NORTHWEST ALONG STATE HIGHWAY 7 FOR 4.5 JE2066'MI (7.2 KM) TO THE MARK ON THE RIGHT, AT A DRIVEWAY TO A METAL JE2066'BUILDING, 64.5 FT (19.7 M) NORTHWEST OF THE CENTERLINE OF THE JE2066'DRIVEWAY, 39.5 FT (12.0 M) NORTHEAST OF THE CENTERLINE OF THE JE2066'HIGHWAY, 1 FT (0.3 M) SOUTHWEST OF A FENCE, 19.33 FT (5.89 M) JE2066'NORTHWEST OF BENCH MARK DOUGHERTY AND 38.04 FT (11.59 M) NORTHWEST OF JE2066'BENCH MARK DOUGHERTY RM 4. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0111 *********************************************************************** JE0111 DESIGNATION - G 95 RESET JE0111 PID - JE0111 JE0111 STATE/COUNTY- MO/CASS JE0111 USGS QUAD - HARRISONVILLE (1981) JE0111 JE0111 *CURRENT SURVEY CONTROL JE0111 ___________________________________________________________________ JE0111* NAD 83(1986)- 38 38 52. (N) 094 22 30. (W) SCALED JE0111* NAVD 88 - 260.90 (meters) 856.0 (feet) RESET JE0111 ___________________________________________________________________ JE0111 GEOID HEIGHT- -32.24 (meters) GEOID99 JE0111 JE0111 VERT ORDER - THIRD JE0111 JE0111.The horizontal coordinates were scaled from a topographic map and have JE0111.an estimated accuracy of +/- 6 seconds. JE0111 JE0111.The orthometric height was computed from unverified reset data. JE0111 JE0111.The geoid height was determined by GEOID99. JE0111 JE0111; North East Units Estimated Accuracy JE0111;SPC MO W - 275,360. 860,880. MT (+/- 180 meters Scaled) JE0111 JE0111 SUPERSEDED SURVEY CONTROL JE0111 JE0111.No superseded survey control is available for this station. JE0111 JE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC803785(NAD 83) JE0111_MARKER: DB = BENCH MARK DISK JE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0111_STAMPING: G 95 RESET 1967 JE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0111+STABILITY: SURFACE MOTION JE0111 JE0111 HISTORY - Date Condition Report By JE0111 HISTORY - 1967 MONUMENTED CGS JE0111 JE0111 STATION DESCRIPTION JE0111 JE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JE0111'1.8 MI SW FROM HARRISONVILLE. JE0111'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD JE0111'FROM THE STATION AT HARRISONVILLE, THENCE 1.05 MILES SOUTHWEST JE0111'ALONG STATE HIGHWAY 2, IN SECTION 5, T 44 N, R 31 W, 70 FEET JE0111'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 2, 35 FEET SOUTHWEST JE0111'OF A T-FENCE CORNER POST, 1.5 FEET SOUTHWEST OF A TELEPHONE JE0111'POLE, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT NORTHEAST OF A METAL JE0111'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH JE0111'PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE1954 *********************************************************************** JE1954 DESIGNATION - GEBAUR RESET JE1954 PID - JE1954 JE1954 STATE/COUNTY- MO/CASS JE1954 USGS QUAD - BELTON (1991) JE1954 JE1954 *CURRENT SURVEY CONTROL JE1954 ___________________________________________________________________ JE1954* NAD 83(1997)- 38 49 22.86445(N) 094 33 09.22356(W) ADJUSTED JE1954* NAVD 88 - 338.10 (+/-2cm) 1109.2 (feet) VERTCON JE1954 ___________________________________________________________________ JE1954 LAPLACE CORR- -1.22 (seconds) DEFLEC99 JE1954 GEOID HEIGHT- -32.23 (meters) GEOID99 JE1954 JE1954 HORZ ORDER - SECOND JE1954 VERT ORDER - THIRD ? (See Below) JE1954 JE1954.This mark is at Richards-Gebaur-Ks City South Airport (GVW) JE1954 JE1954.The horizontal coordinates were established by classical geodetic methods JE1954.and adjusted by the National Geodetic Survey in February 2000. JE1954 JE1954.The NAVD 88 height was computed by applying the VERTCON shift value to JE1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JE1954.The vertical order pertains to the superseded datum. JE1954 JE1954.The Laplace correction was computed from DEFLEC99 derived deflections. JE1954 JE1954.The geoid height was determined by GEOID99. JE1954 JE1954; North East Units Scale Converg. JE1954;SPC MO W - 294,804.406 845,435.681 MT 0.99994143 -0 01 58.6 JE1954;SPC KS N - 60,058.107 699,304.753 MT 0.99998454 +2 10 52.5 JE1954;SPC KS S - 646,593.056 742,721.011 MT 1.00006077 +2 25 32.9 JE1954;UTM 15 - 4,298,281.924 365,223.085 MT 0.99982368 -0 58 24.5 JE1954 JE1954: Primary Azimuth Mark Grid Az JE1954:SPC MO W - BELTON GEBAUR AFB TANK 039 31 05.8 JE1954:SPC KS N - BELTON GEBAUR AFB TANK 037 18 14.7 JE1954:SPC KS S - BELTON GEBAUR AFB TANK 037 03 34.3 JE1954:UTM 15 - BELTON GEBAUR AFB TANK 040 27 31.7 JE1954 JE1954|---------------------------------------------------------------------| JE1954| PID Reference Object Distance Geod. Az | JE1954| dddmmss.s | JE1954| JE1967 BELTON GEBAUR AFB MICROWAVE APPROX. 2.6 KM 0094150.4 | JE1954| JE1944 GRANDVIEW MUNICIPAL TANK APPROX. 7.8 KM 0101033.3 | JE1954| CN6251 GEBAUR RM 2 27.369 METERS 01751 | JE1954| JE1965 BELTON GEBAUR AFB TANK APPROX. 1.0 KM 0392907.2 | JE1954| CN6250 GEBAUR RM 1 31.551 METERS 09653 | JE1954| JE1982 TACAN TOWER ANTENNA APPROX. 1.6 KM 3395219.6 | JE1954|---------------------------------------------------------------------| JE1954 JE1954 SUPERSEDED SURVEY CONTROL JE1954 JE1954 NAD 83(1997)- 38 49 22.86452(N) 094 33 09.22351(W) AD( ) 2 JE1954 NAD 83(1986)- 38 49 22.87218(N) 094 33 09.22069(W) AD( ) 2 JE1954 NAD 27 - 38 49 22.84316(N) 094 33 08.38465(W) AD( ) 2 JE1954 NGVD 29 (07/19/86) 337.98 (m) 1108.9 (f) LEVELING 3 JE1954 JE1954.Superseded values are not recommended for survey control. JE1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1954.See file dsdata.txt to determine how the superseded data were derived. JE1954 JE1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC6522398282(NAD 83) JE1954_MARKER: DH = HORIZONTAL CONTROL DISK JE1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE1954_STAMPING: GEBAUR 1967 1983 JE1954_MARK LOGO: NGS JE1954_MAGNETIC: N = NO MAGNETIC MATERIAL JE1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE1954+STABILITY: SURFACE MOTION JE1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE1954+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002 JE1954 JE1954 HISTORY - Date Condition Report By JE1954 HISTORY - 1983 MONUMENTED NGS JE1954 HISTORY - 20020328 GOOD INDIV JE1954 JE1954 STATION DESCRIPTION JE1954 JE1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN) JE1954'THE SURFACE STATION MARK WAS FOUND WITH THE DISK MISSING. THE JE1954'UNDERGROUND STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION. RM JE1954'2 WAS FOUND IN APPARENT GOOD CONDITION, BUT NOW PROJECTS 12 INCHES AND JE1954'THE ARROW POINTS TOWARD THE STATION, RATHER THAN TOWARD BUILDING 1104, JE1954'AS STATED IN THE ORIGINAL DESCRIPTION. THE DISTANT AND DIRECTION TO JE1954'RM 1 AGREED WITH 1967 DATA. THE DISTANCE TO RM 2 WAS 0.037 METER JE1954'(0.121 FT) LONGER AND THE DIRECTION WAS 5 MINUTES, 40 SECONDS LARGER. JE1954'A CHECK ANGLE WAS OBSERVED TO DISTANT OBJECTS WITH FAVORABLE RESULTS. JE1954'A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER THE ORIGINAL JE1954'UNDERGROUND MARK AND AT APPROXIMATELY THE SAME ELEVATION. THE OLD JE1954'MARK WAS FLUSH WITH THE GROUND, AS IS THE NEW MARK. JE1954'STATION-CONTROL-WHICH SERVES AS THE AZ MK, WAS NOT VISIBLE THIS DATE JE1954'BECAUSE OF A LARGE MOUND OF FRESH DIRT. THE STATION WAS NOT VISITED JE1954'AT THIS TIME. THERE WAS NO SUITABLE LOCATION FOR ANOTHER AZ MK JE1954'BECAUSE OF TREES, BUILDINGS AND TERRAIN. A NEW DESCRIPTION FOLLOWS. JE1954'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SSW OF GRANDVIEW, 1.6 KM JE1954'(1.00 MI) NE OF BELTON AND ON PROPERTY OF THE U NAVY SEABASE, NEAR THE JE1954'CENTER OF THE E 1/2 OF SEC 10, T46N, R33W. THE MAILING ADDRESS FOR THE JE1954'SEABASE OFFICE IS POST OFFICE BOX 29, RICHARD-GEBAUR AIRFORCE BASE, MO JE1954'64030. TO REACH THE STATION FROM THE INTERSECTION OF WESTOVER AND JE1954'MARKEY STREETS, AT THE BELTON RGAFB WATER TANK ON RICHARD-GEBAUR JE1954'AIRFORCE BASE, GO W ON MARKEY STREET FOR 0.48 KM (0.30 MI) TO A PAVED JE1954'ROAD LEFT. TURN LEFT AND GO S ON THE PAVED ROAD FOR 0.80 KM (0.50 MI) JE1954'TO WHERE THE ROAD TURNS W. CONTINUE W ON THE PAVED ROAD FOR 0.24 KM JE1954'(0.15 MI) TO BUILDING 1104 ON THE LEFT AS A GATE, WHICH IS THE JE1954'ENTRANCE TO THE U.S NAVY SEABASE INSTALLATION. PASS THROUGH THE GATE, JE1954'TURN LEFT, AND GO S ALONG A FENCE FOR 0.08 KM (0.05 MI) TO THE STATION JE1954'AT A T-FENCE CORNER AND BUILDING 1104 ON THE LEFT, ACROSS THE FENCE. JE1954' JE1954'THE STATION IS A STANDARD NGS DISK STAMPED---GEBAUR 1967 1983---, SET JE1954'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN JE1954'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 19.35 METERS JE1954'(63.48 FT) SW FROM THE SW CORNER OF A CHAINLINK FENCE AROUND BLDG, JE1954'7.16 METERS (23.49 FT) W FROM A T-FENCE CORNER OF A CHAINLINK AND A JE1954'WIRE FENCE, 1.16 METERS (3.81 FT) N FROM A WIRE FENCE AND A WITNESS JE1954'POST. RM NO 1, IS A STANDARD CGS DISK STAMPED---GEBAUR NO 1 1967---, JE1954'SET INTO THE TOP OF A ROUND CONCRETE MONNUMENT, 12 INCHES (30 CM) IN JE1954'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 24.54 METERS JE1954'(80.51 FT) E FROM A T-FENCE CORNER OF A CHAINLINK AND WIRE FENCE, JE1954'10.36 METERS (33.99 FT) S FROM THE CHAIN LINK FENCE AROUND BUILDING JE1954'1104, 0.30 METERS (0.98 FT) N FROM THE OTHER CHAINLINK FENCE, AND 1.0 JE1954'METERS (3.3 FT) HIGHER THAN THE STATION. RM NO 2, IS A STANDARD NGS JE1954'DISK STAMPED---GEBAUR NO 2 1967---, SET INTO THE TOP OF A ROUND JE1954'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 12 INCHES JE1954'(30 CM) ABOVE THE GROUND. THE STATION IS LOCATED 28.05 METERS (92.03 JE1954'FT) N FROM THE T-FENCE CORNER, 11.43 METERS (37.50 FT) W FROM THE JE1954'FENCE AROUND BUILDING 1104, 2.50 METERS (8.20 FT) S FROM AN END GUYED JE1954'POWERLINE POLE, 0.40 METERS (1.31 FT) S FROM A WITNESS POST, AND 0.3 JE1954'METERS (1.0 FT) HIGHER THAN THE STATION. JE1954 JE1954 STATION RECOVERY (2002) JE1954 JE1954'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCH) JE1954'THE STATION WAS FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS ALSO JE1954'FOUND, BUT REFERENCE MARK 1 WAS NOT FOUND ON THE SURFACE. JE1954' JE1954'REFERENCES TO BUILDING 1104 ARE NO LONGER VALID. THE BUILDING AND JE1954'SURROUNDING FENCE NO LONGER EXIST. THE MARK IS APPROXIMATELY 20 FEET JE1954'WEST OF THE SOUTHEAST CORNER OF THE FENCE SURROUNDING THE NMCB 15 JE1954'COMPOUND, AND APPROXIMATELY 2 FEET OUTSIDE THE FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0012 *********************************************************************** JE0012 DESIGNATION - L 11 Z 2 JE0012 PID - JE0012 JE0012 STATE/COUNTY- MO/CASS JE0012 USGS QUAD - AUSTIN (1981) JE0012 JE0012 *CURRENT SURVEY CONTROL JE0012 ___________________________________________________________________ JE0012* NAD 83(1986)- 38 32 24. (N) 094 21 05. (W) SCALED JE0012* NAVD 88 - 258.63 (meters) 848.5 (feet) RESET JE0012 ___________________________________________________________________ JE0012 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0012 JE0012 VERT ORDER - THIRD JE0012 JE0012.The horizontal coordinates were scaled from a topographic map and have JE0012.an estimated accuracy of +/- 6 seconds. JE0012 JE0012.The orthometric height was computed from unverified reset data. JE0012 JE0012.The geoid height was determined by GEOID99. JE0012 JE0012; North East Units Estimated Accuracy JE0012;SPC MO W - 263,400. 862,960. MT (+/- 180 meters Scaled) JE0012 JE0012 SUPERSEDED SURVEY CONTROL JE0012 JE0012.No superseded survey control is available for this station. JE0012 JE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC822665(NAD 83) JE0012_MARKER: DS = TRIANGULATION STATION DISK JE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0012_STAMPING: L 11 Z 2 1970 JE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0012+STABILITY: SURFACE MOTION JE0012 JE0012 HISTORY - Date Condition Report By JE0012 HISTORY - 1970 MONUMENTED NGS JE0012 JE0012 STATION DESCRIPTION JE0012 JE0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JE0012'4.6 MI NE FROM ARCHIE. JE0012'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JE0012'STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, JE0012'THENCE 1.3 MILES NORTH ALONG OLD U.S. HIGHWAY 71, 60 FEET NORTH OF JE0012'A POWERLINE POLE WITH A TRANSFORMER, 28.5 FEET EAST OF THE CENTER JE0012'OF OLD U.S. HIGHWAY 71, 26.49 FEET SOUTH OF LONE TREE 1948 AZIMUTH JE0012'MARK, 1 FOOT WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, JE0012'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0013 *********************************************************************** JE0013 DESIGNATION - L 11 Z 2 RM 3 JE0013 PID - JE0013 JE0013 STATE/COUNTY- MO/CASS JE0013 USGS QUAD - HARRISONVILLE (1981) JE0013 JE0013 *CURRENT SURVEY CONTROL JE0013 ___________________________________________________________________ JE0013* NAD 83(1986)- 38 38 41. (N) 094 21 04. (W) SCALED JE0013* NAVD 88 - 258.29 (meters) 847.4 (feet) RESET JE0013 ___________________________________________________________________ JE0013 GEOID HEIGHT- -32.25 (meters) GEOID99 JE0013 JE0013 VERT ORDER - THIRD JE0013 JE0013.The horizontal coordinates were scaled from a topographic map and have JE0013.an estimated accuracy of +/- 6 seconds. JE0013 JE0013.The orthometric height was computed from unverified reset data. JE0013 JE0013.The geoid height was determined by GEOID99. JE0013 JE0013; North East Units Estimated Accuracy JE0013;SPC MO W - 275,020. 862,960. MT (+/- 180 meters Scaled) JE0013 JE0013 SUPERSEDED SURVEY CONTROL JE0013 JE0013.No superseded survey control is available for this station. JE0013 JE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824782(NAD 83) JE0013_MARKER: DR = REFERENCE MARK DISK JE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0013_STAMPING: L 11 Z 2 NO 3 1970 JE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0013+STABILITY: SURFACE MOTION JE0013 JE0013 HISTORY - Date Condition Report By JE0013 HISTORY - 1970 MONUMENTED NGS JE0013 JE0013 STATION DESCRIPTION JE0013 JE0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JE0013'4.6 MI NE FROM ARCHIE. JE0013'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0013'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED JE0013'ROAD, THENCE 1.3 MILES NORTH ALONG OLD U.S. HIGHWAY 71, 38.27 JE0013'FEET SOUTH OF TRIANGULATION STATION L 11 Z 2 1970, 29 FEET EAST JE0013'OF THE CENTER OF OLD U.S. HIGHWAY 71, 21.5 FEET NORTH OF A POWERLINE JE0013'POLE WITH A TRANSFORMER, 1 FOOT WEST OF A FENCE, AND SET IN THE JE0013'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2068 *********************************************************************** JE2068 DESIGNATION - L 182 RESET JE2068 PID - JE2068 JE2068 STATE/COUNTY- MO/CASS JE2068 USGS QUAD - DAYTON (1961) JE2068 JE2068 *CURRENT SURVEY CONTROL JE2068 ___________________________________________________________________ JE2068* NAD 83(1986)- 38 29 04. (N) 094 13 58. (W) SCALED JE2068* NAVD 88 - 243.39 (meters) 798.5 (feet) RESET JE2068 ___________________________________________________________________ JE2068 GEOID HEIGHT- -32.26 (meters) GEOID99 JE2068 JE2068 VERT ORDER - THIRD JE2068 JE2068.The horizontal coordinates were scaled from a topographic map and have JE2068.an estimated accuracy of +/- 6 seconds. JE2068 JE2068.The orthometric height was computed from unverified reset data. JE2068.No vertical observational check was made to the station. JE2068 JE2068.The geoid height was determined by GEOID99. JE2068 JE2068; North East Units Estimated Accuracy JE2068;SPC MO W - 257,250. 873,310. MT (+/- 180 meters Scaled) JE2068 JE2068 SUPERSEDED SURVEY CONTROL JE2068 JE2068 NGVD 29 (10/29/03) 243.26 (m) 798.1 (f) RESET 3 JE2068 JE2068.Superseded values are not recommended for survey control. JE2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2068.See file dsdata.txt to determine how the superseded data were derived. JE2068 JE2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC924602(NAD 83) JE2068_MARKER: DB = BENCH MARK DISK JE2068_SETTING: 66 = SET IN ROCK OUTCROP JE2068_STAMPING: L 182 RESET 1986 JE2068_MARK LOGO: NGS JE2068_MAGNETIC: N = NO MAGNETIC MATERIAL JE2068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JE2068+STABILITY: POSITION/ELEVATION WELL JE2068 JE2068 HISTORY - Date Condition Report By JE2068 HISTORY - 1986 MONUMENTED NGS JE2068 JE2068 STATION DESCRIPTION JE2068 JE2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JE2068'2.2 MI (3.5 KM) WEST ALONG STATE ROAD B, FROM THE JUNCTION OF STATE JE2068'ROAD F AT DAYTON, TO THE MARK ON THE LEFT, IN THE NORTHWEST CORNER OF JE2068'ROCK LEDGE, 247.0 FT (75.3 M) WEST FROM THE WEST END OF A BRIDGE OVER JE2068'SUGAR CREEK, 20.0 FT (6.1 M) SOUTH FROM THE CENTERLINE OF ROAD B. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0006 *********************************************************************** JE0006 DESIGNATION - LONE TREE 2 JE0006 PID - JE0006 JE0006 STATE/COUNTY- MO/CASS JE0006 USGS QUAD - AUSTIN (1981) JE0006 JE0006 *CURRENT SURVEY CONTROL JE0006 ___________________________________________________________________ JE0006* NAD 83(1997)- 38 31 58.05940(N) 094 21 05.82492(W) ADJUSTED JE0006* NAVD 88 - 260.95 (meters) 856.1 (feet) RESET JE0006 ___________________________________________________________________ JE0006 LAPLACE CORR- -0.75 (seconds) DEFLEC99 JE0006 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0006 JE0006 HORZ ORDER - THIRD JE0006 VERT ORDER - THIRD JE0006 JE0006.The horizontal coordinates were established by classical geodetic methods JE0006.and adjusted by the National Geodetic Survey in February 2000. JE0006.No horizontal observational check was made to the station. JE0006 JE0006.The orthometric height was computed from unverified reset data. JE0006 JE0006.The Laplace correction was computed from DEFLEC99 derived deflections. JE0006 JE0006.The geoid height was determined by GEOID99. JE0006 JE0006; North East Units Scale Converg. JE0006;SPC MO W - 262,597.891 862,937.141 MT 0.99994324 +0 05 32.8 JE0006;UTM 15 - 4,265,798.067 382,192.767 MT 0.99977091 -0 50 31.6 JE0006 JE0006: Primary Azimuth Mark Grid Az JE0006:SPC MO W - LONE TREE AZ MK 002 04 48.6 JE0006:UTM 15 - LONE TREE AZ MK 003 00 53.0 JE0006 JE0006|---------------------------------------------------------------------| JE0006| PID Reference Object Distance Geod. Az | JE0006| dddmmss.s | JE0006| JE0010 LONE TREE AZ MK APPROX. 0.9 KM 0021021.4 | JE0006| JE0008 LONE TREE 2 RM 3 24.207 METERS 00316 | JE0006| JE0009 LONE TREE RM 1 15.755 METERS 18124 | JE0006| JE1904 ARCHIE MUNICIPAL TANK APPROX. 5.6 KM 1813448.8 | JE0006| JE0005 LONE TREE 22.396 METERS 23042 | JE0006|---------------------------------------------------------------------| JE0006 JE0006 SUPERSEDED SURVEY CONTROL JE0006 JE0006 NAD 83(1997)- 38 31 58.05961(N) 094 21 05.82484(W) AD( ) 3 JE0006 NAD 83(1986)- 38 31 58.06718(N) 094 21 05.82269(W) AD( ) 3 JE0006 NAD 27 - 38 31 58.02665(N) 094 21 05.00383(W) AD( ) 3 JE0006 NGVD 29 (07/19/86) 260.83 (m) 855.7 (f) LEVELING 3 JE0006 JE0006.Superseded values are not recommended for survey control. JE0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE0006.See file dsdata.txt to determine how the superseded data were derived. JE0006 JE0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC8219365798(NAD 83) JE0006_MARKER: DS = TRIANGULATION STATION DISK JE0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0006_STAMPING: LONE TREE 2 1970 JE0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0006+STABILITY: SURFACE MOTION JE0006 JE0006 HISTORY - Date Condition Report By JE0006 HISTORY - 1970 MONUMENTED NGS JE0006 HISTORY - 1970 GOOD NGS JE0006 JE0006 STATION DESCRIPTION JE0006 JE0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) JE0006'STATION IS ABOUT 3.5 MILES NORTH OF ARCHIE, 8.5 MILES SOUTH OF JE0006'HARRISONVILLE, ON THE EAST RIGHT-OF-WAY OF A SERVICE ROAD WHICH JE0006'WAS OLD U.S. HIGHWAY 71. JE0006' JE0006'TO REACH THE STATION FROM THE MAIN INTERSECTION AT ARCHIE, GO JE0006'NORTH ON OLD U.S. HIGHWAY 71 FOR 3.5 MILES TO THE STATION ON THE JE0006'RIGHT. (CONTINUE NORTH OF THE OLD HIGHWAY FOR 0.6 MILE TO THE JE0006'AZIMUTH MARK ON THE RIGHT.) JE0006' JE0006'STATION MARKS ARE STANDARD DISKS STAMPED LONE TREE 2 1970. THE JE0006'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE JE0006'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS ABOUT JE0006'500 FEET SOUTH-SOUTHWEST OF A LARGE WHITE HOUSE ON THE EAST SIDE JE0006'OF OLD HIGHWAY, 153 FEET SOUTH OF A CORNER FENCE POST, 29 FEET JE0006'EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 2 FEET WEST OF A JE0006'METAL WITNESS POST. THE UNDERGROUND MARK IS A STANDARD DISK JE0006'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW JE0006'THE SURFACE OF THE GROUND. JE0006' JE0006'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONE TREE NO. 1 JE0006'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH JE0006'WITH THE SURFACE OF THE GROUND. IT IS 29 FEET EAST OF THE JE0006'CENTER OF OLD U.S. HIGHWAY 71. JE0006' JE0006'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LONE TREE 2 NO. 3 JE0006'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS JE0006'3 INCHES. IT IS 73.5 FEET SOUTH OF THE CORNER FENCE POST, 30 JE0006'FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, AND 1 FOOT SOUTH JE0006'OF A TELEPHONE POLE. JE0006' JE0006'AZIMUTH MARK, A STANDARD DISK STAMPED LONE TREE 1948, IS SET IN JE0006'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT JE0006'IS 29.5 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 1 FOOT JE0006'WEST OF A FENCE, 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST, JE0006'AND 0.15 MILE SOUTH OF THE ENTRANCE TO A MISSILE SITE. JE0006' JE0006'NOTE- ALL MARKS ARE BENCH MARKS. JE0006' JE0006'LONE TREE 1948 TO LONE TREE 2 1970 IS PLUS 0.0745 METERS. JE0006 JE0006 STATION RECOVERY (1970) JE0006 JE0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JE0006'4 MI N FROM ARCHIE. JE0006'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0006'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED JE0006'ROAD, THENCE 0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 71, 0.2 JE0006'MILE NORTHEAST OF A LARGE BRICK HOUSE, ABOUT 500 FEET SOUTH-SOUTHWEST JE0006'OF A LARGE WHITE HOUSE, 153 FEET SOUTH OF A CORNER FENCE POST, JE0006'29 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 2 FEET WEST OF JE0006'A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE JE0006'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0008 *********************************************************************** JE0008 DESIGNATION - LONE TREE 2 RM 3 JE0008 PID - JE0008 JE0008 STATE/COUNTY- MO/CASS JE0008 USGS QUAD - AUSTIN (1981) JE0008 JE0008 *CURRENT SURVEY CONTROL JE0008 ___________________________________________________________________ JE0008* NAD 83(1986)- 38 31 58. (N) 094 21 06. (W) SCALED JE0008* NAVD 88 - 260.71 (meters) 855.3 (feet) RESET JE0008 ___________________________________________________________________ JE0008 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0008 JE0008 VERT ORDER - THIRD JE0008 JE0008.The horizontal coordinates were scaled from a topographic map and have JE0008.an estimated accuracy of +/- 6 seconds. JE0008 JE0008.The orthometric height was computed from unverified reset data. JE0008 JE0008.The geoid height was determined by GEOID99. JE0008 JE0008; North East Units Estimated Accuracy JE0008;SPC MO W - 262,600. 862,930. MT (+/- 180 meters Scaled) JE0008 JE0008 SUPERSEDED SURVEY CONTROL JE0008 JE0008.No superseded survey control is available for this station. JE0008 JE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC821657(NAD 83) JE0008_MARKER: DR = REFERENCE MARK DISK JE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0008_STAMPING: LONE TREE 2 NO 3 1970 JE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0008+STABILITY: SURFACE MOTION JE0008 JE0008 HISTORY - Date Condition Report By JE0008 HISTORY - 1970 MONUMENTED NGS JE0008 JE0008 STATION DESCRIPTION JE0008 JE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JE0008'4 MI N FROM ARCHIE. JE0008'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0008'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED JE0008'ROAD, THENCE 0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 71, 0.2 MILE JE0008'NORTHEAST OF A LARGE BRICK HOUSE, 73.5 FEET SOUTH OF A CORNER JE0008'FENCE POST, 79.42 FEET NORTH OF TRIANGULATION STATION LONE TREE JE0008'2 1970, 30 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 71, 1 FOOT JE0008'SOUTH OF A TELEPHONE POLE, AND SET IN THE TOP OF A ROUND CONCRETE JE0008'POST WHICH PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0109 *********************************************************************** JE0109 DESIGNATION - P 266 RESET JE0109 PID - JE0109 JE0109 STATE/COUNTY- MO/CASS JE0109 USGS QUAD - PECULIAR (1981) JE0109 JE0109 *CURRENT SURVEY CONTROL JE0109 ___________________________________________________________________ JE0109* NAD 83(1986)- 38 38 33. (N) 094 23 29. (W) SCALED JE0109* NAVD 88 - 258.25 (meters) 847.3 (feet) RESET JE0109 ___________________________________________________________________ JE0109 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0109 JE0109 VERT ORDER - THIRD JE0109 JE0109.The horizontal coordinates were scaled from a topographic map and have JE0109.an estimated accuracy of +/- 6 seconds. JE0109 JE0109.The orthometric height was computed from unverified reset data. JE0109 JE0109.The geoid height was determined by GEOID99. JE0109 JE0109; North East Units Estimated Accuracy JE0109;SPC MO W - 274,770. 859,460. MT (+/- 180 meters Scaled) JE0109 JE0109 SUPERSEDED SURVEY CONTROL JE0109 JE0109.No superseded survey control is available for this station. JE0109 JE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC789780(NAD 83) JE0109_MARKER: DB = BENCH MARK DISK JE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0109_STAMPING: P 266 RESET 1967 JE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0109+STABILITY: SURFACE MOTION JE0109 JE0109 HISTORY - Date Condition Report By JE0109 HISTORY - 1967 MONUMENTED CGS JE0109 JE0109 STATION DESCRIPTION JE0109 JE0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JE0109'2.8 MI SW FROM HARRISONVILLE. JE0109'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD JE0109'FROM THE STATION AT HARRISONVILLE, THENCE 2.05 MILES SOUTHWEST JE0109'ALONG STATE HIGHWAY 2, IN SECTION 6, T 44 N, R 31 W, 70 FEET JE0109'NORTHWEST OF THE CENTER OF STATE HIGHWAY 2, 16 FEET NORTHEAST JE0109'OF THE CENTER OF A WIRE GATE, 6 FEET SOUTH OF A TELEPHONE POLE, JE0109'4 FEET SOUTHEAST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS JE0109'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS JE0109'4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0106 *********************************************************************** JE0106 DESIGNATION - P 267 RESET JE0106 PID - JE0106 JE0106 STATE/COUNTY- MO/CASS JE0106 USGS QUAD - PECULIAR (1981) JE0106 JE0106 *CURRENT SURVEY CONTROL JE0106 ___________________________________________________________________ JE0106* NAD 83(1986)- 38 38 13. (N) 094 25 17. (W) SCALED JE0106* NAVD 88 - 271.52 (meters) 890.8 (feet) RESET JE0106 ___________________________________________________________________ JE0106 GEOID HEIGHT- -32.21 (meters) GEOID99 JE0106 JE0106 VERT ORDER - THIRD JE0106 JE0106.The horizontal coordinates were scaled from a topographic map and have JE0106.an estimated accuracy of +/- 6 seconds. JE0106 JE0106.The orthometric height was computed from unverified reset data. JE0106 JE0106.The geoid height was determined by GEOID99. JE0106 JE0106; North East Units Estimated Accuracy JE0106;SPC MO W - 274,150. 856,840. MT (+/- 180 meters Scaled) JE0106 JE0106 SUPERSEDED SURVEY CONTROL JE0106 JE0106.No superseded survey control is available for this station. JE0106 JE0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC762774(NAD 83) JE0106_MARKER: DB = BENCH MARK DISK JE0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0106_STAMPING: P 267 RESET 1967 JE0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0106+STABILITY: SURFACE MOTION JE0106 JE0106 HISTORY - Date Condition Report By JE0106 HISTORY - 1967 MONUMENTED CGS JE0106 JE0106 STATION DESCRIPTION JE0106 JE0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JE0106'4.6 MI SW FROM HARRISONVILLE. JE0106'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD JE0106'FROM THE STATION AT HARRISONVILLE, THENCE 3.9 MILES SOUTHWEST JE0106'ALONG STATE HIGHWAY 2, IN SECTION 2, T 44 N, R 32 W, 70 FEET JE0106'EAST OF THE CENTER OF STATE HIGHWAY 2, 14 FEET SOUTH OF THE JE0106'CENTER OF A GATE, 2 FEET SOUTH OF THE SOUTH GATE POST, 1 FOOT JE0106'WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET JE0106'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0019 *********************************************************************** JE0019 DESIGNATION - Q 252 RESET JE0019 PID - JE0019 JE0019 STATE/COUNTY- MO/CASS JE0019 USGS QUAD - AUSTIN (1981) JE0019 JE0019 *CURRENT SURVEY CONTROL JE0019 ___________________________________________________________________ JE0019* NAD 83(1986)- 38 33 31. (N) 094 21 02. (W) SCALED JE0019* NAVD 88 - 252.24 (meters) 827.6 (feet) RESET JE0019 ___________________________________________________________________ JE0019 GEOID HEIGHT- -32.23 (meters) GEOID99 JE0019 JE0019 VERT ORDER - THIRD JE0019 JE0019.The horizontal coordinates were scaled from a topographic map and have JE0019.an estimated accuracy of +/- 6 seconds. JE0019 JE0019.The orthometric height was computed from unverified reset data. JE0019 JE0019.The geoid height was determined by GEOID99. JE0019 JE0019; North East Units Estimated Accuracy JE0019;SPC MO W - 265,460. 863,030. MT (+/- 180 meters Scaled) JE0019 JE0019 SUPERSEDED SURVEY CONTROL JE0019 JE0019.No superseded survey control is available for this station. JE0019 JE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823686(NAD 83) JE0019_MARKER: DB = BENCH MARK DISK JE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0019_STAMPING: Q 252 RESET 1970 JE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0019+STABILITY: SURFACE MOTION JE0019 JE0019 HISTORY - Date Condition Report By JE0019 HISTORY - 1970 MONUMENTED NGS JE0019 JE0019 STATION DESCRIPTION JE0019 JE0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JE0019'5.8 MI N FROM ARCHIE. JE0019'ABOUT 3.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0019'THE STATION AT ARCHIE, THENCE 0.3 MILE EAST ALONG A GRAVELED JE0019'ROAD, THENCE 2.5 MILES NORTH ALONG OLD U.S. HIGHWAY 71, THENCE JE0019'0.2 MILE EAST ALONG A GRAVELED ROAD, AT THE EAST SIDE OF A JE0019'HIGHWAY INTERCHANGE, 26 FEET SOUTH OF THE CENTER OF A GRAVELED JE0019'ROAD, 7.5 FEET EAST OF A T-FENCE CORNER FENCE POST, 1 FOOT WEST JE0019'OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE, AND SET IN THE JE0019'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2069 *********************************************************************** JE2069 DESIGNATION - Q 255 RESET JE2069 PID - JE2069 JE2069 STATE/COUNTY- MO/CASS JE2069 USGS QUAD - QUICK CITY (1954) JE2069 JE2069 *CURRENT SURVEY CONTROL JE2069 ___________________________________________________________________ JE2069* NAD 83(1986)- 38 30 02. (N) 094 04 17. (W) SCALED JE2069* NAVD 88 - 248.70 (meters) 815.9 (feet) RESET JE2069 ___________________________________________________________________ JE2069 GEOID HEIGHT- -32.31 (meters) GEOID99 JE2069 JE2069 VERT ORDER - THIRD JE2069 JE2069.The horizontal coordinates were scaled from a topographic map and have JE2069.an estimated accuracy of +/- 6 seconds. JE2069 JE2069.The orthometric height was computed from unverified reset data. JE2069.No vertical observational check was made to the station. JE2069 JE2069.The geoid height was determined by GEOID99. JE2069 JE2069; North East Units Estimated Accuracy JE2069;SPC MO W - 259,100. 887,390. MT (+/- 180 meters Scaled) JE2069 JE2069 SUPERSEDED SURVEY CONTROL JE2069 JE2069 NGVD 29 (10/29/03) 248.57 (m) 815.5 (f) RESET 3 JE2069 JE2069.Superseded values are not recommended for survey control. JE2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2069.See file dsdata.txt to determine how the superseded data were derived. JE2069 JE2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC065618(NAD 83) JE2069_MARKER: DD = SURVEY DISK JE2069_SETTING: 32 = HEADWALL JE2069_STAMPING: Q 255 RESET 1987 JE2069_MARK LOGO: MOHC JE2069_MAGNETIC: N = NO MAGNETIC MATERIAL JE2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2069+STABILITY: SURFACE MOTION JE2069 JE2069 HISTORY - Date Condition Report By JE2069 HISTORY - 1987 MONUMENTED MOHC JE2069 JE2069 STATION DESCRIPTION JE2069 JE2069'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1987 JE2069'ABOUT 0.60 MILE NORTH ALONG STATE ROAD B FROM THE POST OFFICE AT JE2069'CREIGHTON, 500 FEET WEST AND SET IN THE NORTHEAST HEADWALL OF JE2069'CULVERT, NORTH SIDE OF ROUTE 7, 500 FEET WEST OF ROUTE B AND ROUTE 7 JE2069'INTERSECTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0104 *********************************************************************** JE0104 DESIGNATION - Q 267 RESET JE0104 PID - JE0104 JE0104 STATE/COUNTY- MO/CASS JE0104 USGS QUAD - PECULIAR (1981) JE0104 JE0104 *CURRENT SURVEY CONTROL JE0104 ___________________________________________________________________ JE0104* NAD 83(1986)- 38 37 36. (N) 094 25 58. (W) SCALED JE0104* NAVD 88 - 271.20 (meters) 889.8 (feet) RESET JE0104 ___________________________________________________________________ JE0104 GEOID HEIGHT- -32.20 (meters) GEOID99 JE0104 JE0104 VERT ORDER - THIRD JE0104 JE0104.The horizontal coordinates were scaled from a topographic map and have JE0104.an estimated accuracy of +/- 6 seconds. JE0104 JE0104.The orthometric height was computed from unverified reset data. JE0104 JE0104.The geoid height was determined by GEOID99. JE0104 JE0104; North East Units Estimated Accuracy JE0104;SPC MO W - 273,010. 855,850. MT (+/- 180 meters Scaled) JE0104 JE0104 SUPERSEDED SURVEY CONTROL JE0104 JE0104.No superseded survey control is available for this station. JE0104 JE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC752763(NAD 83) JE0104_MARKER: DB = BENCH MARK DISK JE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0104_STAMPING: Q 267 RESET 1967 JE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0104+STABILITY: SURFACE MOTION JE0104 JE0104 HISTORY - Date Condition Report By JE0104 HISTORY - 1967 MONUMENTED CGS JE0104 JE0104 STATION DESCRIPTION JE0104 JE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JE0104'5.6 MI SW FROM HARRISONVILLE. JE0104'ABOUT 0.9 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD JE0104'FROM THE STATION AT HARRISONVILLE, THENCE 4.9 MILES SOUTHWEST JE0104'ALONG STATE HIGHWAY 2, IN SECTION 10, T 44 N, R 32 W, 100 FEET JE0104'NORTHEAST OF CONCRETE CULVERT, 70 FEET NORTHWEST OF THE CENTERLINE JE0104'OF STATE HIGHWAY 2, 47 FEET WEST OF A TELEPHONE POLE, 1.5 JE0104'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND JE0104'CONCRETE POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2105 *********************************************************************** JE2105 DESIGNATION - W 255 RESET JE2105 PID - JE2105 JE2105 STATE/COUNTY- MO/CASS JE2105 USGS QUAD - QUICK CITY (1954) JE2105 JE2105 *CURRENT SURVEY CONTROL JE2105 ___________________________________________________________________ JE2105* NAD 83(1986)- 38 31 02. (N) 094 07 09. (W) SCALED JE2105* NAVD 88 - 250.79 (meters) 822.8 (feet) RESET JE2105 ___________________________________________________________________ JE2105 GEOID HEIGHT- -32.30 (meters) GEOID99 JE2105 JE2105 VERT ORDER - THIRD JE2105 JE2105.The horizontal coordinates were scaled from a topographic map and have JE2105.an estimated accuracy of +/- 6 seconds. JE2105 JE2105.The orthometric height was computed from unverified reset data. JE2105.No vertical observational check was made to the station. JE2105 JE2105.The geoid height was determined by GEOID99. JE2105 JE2105; North East Units Estimated Accuracy JE2105;SPC MO W - 260,930. 883,210. MT (+/- 180 meters Scaled) JE2105 JE2105 SUPERSEDED SURVEY CONTROL JE2105 JE2105 NGVD 29 (10/29/03) 250.66 (m) 822.4 (f) RESET 3 JE2105 JE2105.Superseded values are not recommended for survey control. JE2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2105.See file dsdata.txt to determine how the superseded data were derived. JE2105 JE2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC024637(NAD 83) JE2105_MARKER: DV = VERTICAL CONTROL DISK JE2105_SETTING: 32 = CULVERT JE2105_STAMPING: W 255 RESET 1992 JE2105_MARK LOGO: NGS JE2105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET JE2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2105+STABILITY: SURFACE MOTION JE2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2105+SATELLITE: SATELLITE OBSERVATIONS - 1992 JE2105 JE2105 HISTORY - Date Condition Report By JE2105 HISTORY - 1992 MONUMENTED MODNR JE2105 JE2105 STATION DESCRIPTION JE2105 JE2105'DESCRIBED BY MO DEPT OF NAT RES 1992 JE2105'FROM THE OVERPASS IN CREIGHTON GO NORTHWEST ALONG STATE HIGHWAY 7 FOR JE2105'2.9 MILES TO A DOUBLE CHANNEL CONCRETE BOX CULVERT, IN THE SOUTHWEST JE2105'END OF THE SOUTH SIDE OF THE CULVERT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4265 *********************************************************************** AA4265 DESIGNATION - X 181 RESET AA4265 PID - AA4265 AA4265 STATE/COUNTY- MO/CASS AA4265 USGS QUAD - AUSTIN (1981) AA4265 AA4265 *CURRENT SURVEY CONTROL AA4265 ___________________________________________________________________ AA4265* NAD 83(1986)- 38 36 10. (N) 094 16 12. (W) SCALED AA4265* NAVD 88 - 262.62 (+/-2cm) 861.6 (feet) VERTCON AA4265 ___________________________________________________________________ AA4265 GEOID HEIGHT- -32.28 (meters) GEOID99 AA4265 AA4265 VERT ORDER - THIRD (See Below) AA4265 AA4265.The horizontal coordinates were scaled from a topographic map and have AA4265.an estimated accuracy of +/- 6 seconds. AA4265 AA4265.The NAVD 88 height was computed by applying the VERTCON shift value to AA4265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4265.The vertical order pertains to the superseded datum. AA4265 AA4265.The geoid height was determined by GEOID99. AA4265 AA4265; North East Units Estimated Accuracy AA4265;SPC MO W - 270,380. 870,030. MT (+/- 180 meters Scaled) AA4265 AA4265 SUPERSEDED SURVEY CONTROL AA4265 AA4265 NGVD 29 (10/29/03) 262.49 (m) 861.2 (f) RESET 3 AA4265 AA4265.Superseded values are not recommended for survey control. AA4265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4265.See file dsdata.txt to determine how the superseded data were derived. AA4265 AA4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC894734(NAD 83) AA4265_MARKER: DV = VERTICAL CONTROL DISK AA4265_SETTING: 32 = CULVERT HEADWALL AA4265_STAMPING: X 181 RESET 1990 AA4265_MARK LOGO: NGS AA4265_MAGNETIC: N = NO MAGNETIC MATERIAL AA4265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4265+STABILITY: SURFACE MOTION AA4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4265+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000 AA4265 AA4265 HISTORY - Date Condition Report By AA4265 HISTORY - 1990 MONUMENTED MOHC AA4265 HISTORY - 20000420 GOOD LOCSUR AA4265 AA4265 STATION DESCRIPTION AA4265 AA4265'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990 (GK) AA4265'ABOUT 0.6 MILES (1.0 KM) SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD AA4265'FROM THE STATION IN HARRISONVILLE, THENCE 2.95 MILES (4.75 KM) SOUTH AA4265'ALONG US HIGHWAY 71, THENCE 4.4 MILES (7.1 KM) SOUTHEAST ALONG STATE AA4265'HIGHWAY 7, OR ABOUT 0.2 MILES (0.3 KM) NORTH ALONG STATE ROAD F FROM AA4265'THE SCHOOL AT GARDEN CITY, THENCE 5.05 MILES (8.13 KM) NORTHWEST ALONG AA4265'STATE HIGHWAY 7, IN SECTION 18, T 44 N, R 30 W, A BRASS PLATE IN THE AA4265'CENTER OF BOX CULVERT HEADWALL, 90 FEET (27.4 M) RIGHT OF STATION AA4265'236+51. AA4265 AA4265 STATION RECOVERY (2000) AA4265 AA4265'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (BWR) AA4265'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2106 *********************************************************************** JE2106 DESIGNATION - X 255 RESET JE2106 PID - JE2106 JE2106 STATE/COUNTY- MO/CASS JE2106 USGS QUAD - GARDEN CITY (1954) JE2106 JE2106 *CURRENT SURVEY CONTROL JE2106 ___________________________________________________________________ JE2106* NAD 83(1986)- 38 31 03. (N) 094 07 45. (W) SCALED JE2106* NAVD 88 - 259.54 (meters) 851.5 (feet) RESET JE2106 ___________________________________________________________________ JE2106 GEOID HEIGHT- -32.30 (meters) GEOID99 JE2106 JE2106 VERT ORDER - THIRD JE2106 JE2106.The horizontal coordinates were scaled from a topographic map and have JE2106.an estimated accuracy of +/- 6 seconds. JE2106 JE2106.The orthometric height was computed from unverified reset data. JE2106.No vertical observational check was made to the station. JE2106 JE2106.The geoid height was determined by GEOID99. JE2106 JE2106; North East Units Estimated Accuracy JE2106;SPC MO W - 260,960. 882,340. MT (+/- 180 meters Scaled) JE2106 JE2106 SUPERSEDED SURVEY CONTROL JE2106 JE2106 NGVD 29 (10/29/03) 259.41 (m) 851.1 (f) RESET 3 JE2106 JE2106.Superseded values are not recommended for survey control. JE2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2106.See file dsdata.txt to determine how the superseded data were derived. JE2106 JE2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC015638(NAD 83) JE2106_MARKER: DV = VERTICAL CONTROL DISK JE2106_SETTING: 32 = CULVERT HEADWALL JE2106_STAMPING: X 255 RESET 1992 JE2106_MARK LOGO: NGS JE2106_MAGNETIC: N = NO MAGNETIC MATERIAL JE2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2106+STABILITY: SURFACE MOTION JE2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2106+SATELLITE: SATELLITE OBSERVATIONS - 1992 JE2106 JE2106 HISTORY - Date Condition Report By JE2106 HISTORY - 1992 MONUMENTED MODNR JE2106 JE2106 STATION DESCRIPTION JE2106 JE2106'DESCRIBED BY MO DEPT OF NAT RES 1992 JE2106'FROM THE OVERPASS IN CREIGHTON GO NORTHWEST ALONG STATE HIGHWAY 7 FOR JE2106'3.8 MILES TO A CONCRETE BOX CULVERT AT KNOB CREEK, IN THE CENTER OF JE2106'THE SOUTH HEADWALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA4266 *********************************************************************** AA4266 DESIGNATION - Y 181 RESET AA4266 PID - AA4266 AA4266 STATE/COUNTY- MO/CASS AA4266 USGS QUAD - AUSTIN (1981) AA4266 AA4266 *CURRENT SURVEY CONTROL AA4266 ___________________________________________________________________ AA4266* NAD 83(1986)- 38 36 01. (N) 094 15 38. (W) SCALED AA4266* NAVD 88 - 273.51 (+/-2cm) 897.3 (feet) VERTCON AA4266 ___________________________________________________________________ AA4266 GEOID HEIGHT- -32.28 (meters) GEOID99 AA4266 AA4266 VERT ORDER - THIRD (See Below) AA4266 AA4266.The horizontal coordinates were scaled from a topographic map and have AA4266.an estimated accuracy of +/- 6 seconds. AA4266 AA4266.The NAVD 88 height was computed by applying the VERTCON shift value to AA4266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4266.The vertical order pertains to the superseded datum. AA4266 AA4266.The geoid height was determined by GEOID99. AA4266 AA4266; North East Units Estimated Accuracy AA4266;SPC MO W - 270,110. 870,860. MT (+/- 180 meters Scaled) AA4266 AA4266 SUPERSEDED SURVEY CONTROL AA4266 AA4266 NGVD 29 (10/29/03) 273.38 (m) 896.9 (f) RESET 3 AA4266 AA4266.Superseded values are not recommended for survey control. AA4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4266.See file dsdata.txt to determine how the superseded data were derived. AA4266 AA4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC902731(NAD 83) AA4266_MARKER: DV = VERTICAL CONTROL DISK AA4266_SETTING: 32 = CULVERT HEADWALL AA4266_STAMPING: Y 181 RESET 1990 AA4266_MARK LOGO: NGS AA4266_MAGNETIC: N = NO MAGNETIC MATERIAL AA4266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4266+STABILITY: SURFACE MOTION AA4266 AA4266 HISTORY - Date Condition Report By AA4266 HISTORY - 1990 MONUMENTED MOHC AA4266 AA4266 STATION DESCRIPTION AA4266 AA4266'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1990 (GK) AA4266'ABOUT 0.2 MILES (0.3 KM) NORTH ALONG STATE ROAD F FROM HIGH-GRADE AA4266'SCHOOL IN GARDEN CITY, THENCE 4.5 MILES (7.2 KM) NORTHWEST ALONG STATE AA4266'HIGHWAY 7, OR ABOUT 0.6 MILES (1.0 KM) SOUTHWEST ALONG THE MISSOURI AA4266'PACIFIC RAILROAD FROM THE STATION AT HARRISONVILLE, THENCE 2.95 MILES AA4266'(4.75 KM) SOUTH ALONG US HIGHWAY 71, THENCE 4.95 MILE (7.97 KM) AA4266'SOUTHEAST ALONG STATE HIGHWAY 7, IN SECTION 20, T 44 N, R 30 W, A AA4266'BRASS PLATE IN CULVERT HEADWALL, 100 FEET (30.5 M) RIGHT OF STATION AA4266'265+60. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7390 *********************************************************************** AA7390 DESIGNATION - Y 181 RESET AA7390 PID - AA7390 AA7390 STATE/COUNTY- MO/CASS AA7390 USGS QUAD - AUSTIN (1981) AA7390 AA7390 *CURRENT SURVEY CONTROL AA7390 ___________________________________________________________________ AA7390* NAD 83(1986)- 38 36 01. (N) 094 15 38. (W) SCALED AA7390* NAVD 88 - 273.51 (+/-2cm) 897.3 (feet) VERTCON AA7390 ___________________________________________________________________ AA7390 GEOID HEIGHT- -32.28 (meters) GEOID99 AA7390 AA7390 VERT ORDER - THIRD (See Below) AA7390 AA7390.The horizontal coordinates were scaled from a topographic map and have AA7390.an estimated accuracy of +/- 6 seconds. AA7390 AA7390.The NAVD 88 height was computed by applying the VERTCON shift value to AA7390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7390.The vertical order pertains to the superseded datum. AA7390 AA7390.The geoid height was determined by GEOID99. AA7390 AA7390; North East Units Estimated Accuracy AA7390;SPC MO W - 270,110. 870,860. MT (+/- 180 meters Scaled) AA7390 AA7390 SUPERSEDED SURVEY CONTROL AA7390 AA7390 NGVD 29 (10/29/03) 273.38 (m) 896.9 (f) RESET 3 AA7390 AA7390.Superseded values are not recommended for survey control. AA7390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7390.See file dsdata.txt to determine how the superseded data were derived. AA7390 AA7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC902731(NAD 83) AA7390_MARKER: DV = VERTICAL CONTROL DISK AA7390_SETTING: 32 = CULVERT AA7390_STAMPING: Y 181 RESET 1991 AA7390_MARK LOGO: NGS AA7390_MAGNETIC: N = NO MAGNETIC MATERIAL AA7390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7390+STABILITY: SURFACE MOTION AA7390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7390+SATELLITE: SATELLITE OBSERVATIONS - 1991 AA7390 AA7390 HISTORY - Date Condition Report By AA7390 HISTORY - 1991 MONUMENTED MODNR AA7390 AA7390 STATION DESCRIPTION AA7390 AA7390'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC) AA7390'LOCATED ON A CONCRETE CULVERT ON THE SOUTH SIDE IF HIGHWAY 7. TO REACH AA7390'THE STATION FORM THE INTERSECTION OF U.S. HIGHWAY 71 AND HIGHWAY 7 GO AA7390'SOUTH EAST ON HIGHWAY 7 FOR 4.95 MILES TO A CONCRETE CULVER OVER A AA7390'SMALL CREEK. THE DISK IS ON THE CENTER ON THE SOUTH HEADWALL OF THE AA7390'CULVERT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2102 *********************************************************************** JE2102 DESIGNATION - Y 267 RESET JE2102 PID - JE2102 JE2102 STATE/COUNTY- MO/CASS JE2102 USGS QUAD - AUSTIN (1981) JE2102 JE2102 *CURRENT SURVEY CONTROL JE2102 ___________________________________________________________________ JE2102* NAD 83(1986)- 38 37 00. (N) 094 20 04. (W) SCALED JE2102* NAVD 88 - 277.22 (meters) 909.5 (feet) RESET JE2102 ___________________________________________________________________ JE2102 GEOID HEIGHT- -32.25 (meters) GEOID99 JE2102 JE2102 VERT ORDER - THIRD JE2102 JE2102.The horizontal coordinates were scaled from a topographic map and have JE2102.an estimated accuracy of +/- 6 seconds. JE2102 JE2102.The orthometric height was computed from unverified reset data. JE2102.No vertical observational check was made to the station. JE2102 JE2102.The geoid height was determined by GEOID99. JE2102 JE2102; North East Units Estimated Accuracy JE2102;SPC MO W - 271,910. 864,420. MT (+/- 180 meters Scaled) JE2102 JE2102 SUPERSEDED SURVEY CONTROL JE2102 JE2102 NGVD 29 (10/29/03) 277.10 (m) 909.1 (f) RESET 3 JE2102 JE2102.Superseded values are not recommended for survey control. JE2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2102.See file dsdata.txt to determine how the superseded data were derived. JE2102 JE2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC838750(NAD 83) JE2102_MARKER: DV = VERTICAL CONTROL DISK JE2102_SETTING: 32 = CULVERT HEADWALL JE2102_STAMPING: Y 267 RESET 1990 JE2102_MARK LOGO: NGS JE2102_MAGNETIC: N = NO MAGNETIC MATERIAL JE2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2102+STABILITY: SURFACE MOTION JE2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2102+SATELLITE: SATELLITE OBSERVATIONS - 1990 JE2102 JE2102 HISTORY - Date Condition Report By JE2102 HISTORY - 1990 MONUMENTED MODNR JE2102 JE2102 STATION DESCRIPTION JE2102 JE2102'DESCRIBED BY MO DEPT OF NAT RES 1990 JE2102'0.75 MILES SOUTH ALONG HIGHWAY 7 FROM THE INTERSECTION OF U.S.HIGHWAY JE2102'71 AND MO STATE HIGHWAY 7, IN THE CENTER OF THE NORTH HEADWALL OF A JE2102'CONCRETE BOX CULVERT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7391 *********************************************************************** AA7391 DESIGNATION - Z 181 RESET AA7391 PID - AA7391 AA7391 STATE/COUNTY- MO/CASS AA7391 USGS QUAD - GARDEN CITY (1954) AA7391 AA7391 *CURRENT SURVEY CONTROL AA7391 ___________________________________________________________________ AA7391* NAD 83(1986)- 38 35 34. (N) 094 14 38. (W) SCALED AA7391* NAVD 88 - 266.24 (+/-2cm) 873.5 (feet) VERTCON AA7391 ___________________________________________________________________ AA7391 GEOID HEIGHT- -32.29 (meters) GEOID99 AA7391 AA7391 VERT ORDER - THIRD (See Below) AA7391 AA7391.The horizontal coordinates were scaled from a topographic map and have AA7391.an estimated accuracy of +/- 6 seconds. AA7391 AA7391.The NAVD 88 height was computed by applying the VERTCON shift value to AA7391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7391.The vertical order pertains to the superseded datum. AA7391 AA7391.The geoid height was determined by GEOID99. AA7391 AA7391; North East Units Estimated Accuracy AA7391;SPC MO W - 269,280. 872,310. MT (+/- 180 meters Scaled) AA7391 AA7391 SUPERSEDED SURVEY CONTROL AA7391 AA7391 NGVD 29 (10/29/03) 266.11 (m) 873.1 (f) RESET 3 AA7391 AA7391.Superseded values are not recommended for survey control. AA7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7391.See file dsdata.txt to determine how the superseded data were derived. AA7391 AA7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC916723(NAD 83) AA7391_MARKER: DV = VERTICAL CONTROL DISK AA7391_SETTING: 32 = CULVERT AA7391_STAMPING: Z 181 RESET 1991 AA7391_MARK LOGO: NGS AA7391_MAGNETIC: N = NO MAGNETIC MATERIAL AA7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7391+STABILITY: SURFACE MOTION AA7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7391+SATELLITE: SATELLITE OBSERVATIONS - 1991 AA7391 AA7391 HISTORY - Date Condition Report By AA7391 HISTORY - 1991 MONUMENTED MODNR AA7391 AA7391 STATION DESCRIPTION AA7391 AA7391'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC) AA7391'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7 AND AA7391'HIGHWAY F, ON THE NORTH SIDE OF GARDEN CITY, GO 3.5 MILES NORTH WEST AA7391'ALONG STATE HIGHWAY 7,TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY ON AA7391'A CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2101 *********************************************************************** JE2101 DESIGNATION - Z 267 RESET JE2101 PID - JE2101 JE2101 STATE/COUNTY- MO/CASS JE2101 USGS QUAD - AUSTIN (1981) JE2101 JE2101 *CURRENT SURVEY CONTROL JE2101 ___________________________________________________________________ JE2101* NAD 83(1986)- 38 36 33. (N) 094 18 57. (W) SCALED JE2101* NAVD 88 - 269.41 (meters) 883.9 (feet) RESET JE2101 ___________________________________________________________________ JE2101 GEOID HEIGHT- -32.26 (meters) GEOID99 JE2101 JE2101 VERT ORDER - THIRD JE2101 JE2101.The horizontal coordinates were scaled from a topographic map and have JE2101.an estimated accuracy of +/- 6 seconds. JE2101 JE2101.The orthometric height was computed from unverified reset data. JE2101.No vertical observational check was made to the station. JE2101 JE2101.The geoid height was determined by GEOID99. JE2101 JE2101; North East Units Estimated Accuracy JE2101;SPC MO W - 271,080. 866,040. MT (+/- 180 meters Scaled) JE2101 JE2101 SUPERSEDED SURVEY CONTROL JE2101 JE2101 NGVD 29 (10/29/03) 269.29 (m) 883.5 (f) RESET 3 JE2101 JE2101.Superseded values are not recommended for survey control. JE2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2101.See file dsdata.txt to determine how the superseded data were derived. JE2101 JE2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC854742(NAD 83) JE2101_MARKER: DV = VERTICAL CONTROL DISK JE2101_SETTING: 32 = CULVERT HEADWALL JE2101_STAMPING: Z 267 RESET 1990 JE2101_MARK LOGO: NGS JE2101_MAGNETIC: N = NO MAGNETIC MATERIAL JE2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2101+STABILITY: SURFACE MOTION JE2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2101+SATELLITE: SATELLITE OBSERVATIONS - 1991 JE2101 JE2101 HISTORY - Date Condition Report By JE2101 HISTORY - 1990 MONUMENTED MODNR JE2101 HISTORY - 1991 GOOD MODNR JE2101 JE2101 STATION DESCRIPTION JE2101 JE2101'DESCRIBED BY MO DEPT OF NAT RES 1990 JE2101'1.95 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 71 AND MO STATE JE2101'HIGHWAY 7, IN THE CENTER OF THE SOUTH HEADWALL OF A DOUBLE BOX JE2101'CONCRETE CULVERT. JE2101 JE2101 STATION RECOVERY (1991) JE2101 JE2101'RECOVERY NOTE BY MO DEPT OF NAT RES 1991 (BDC) JE2101'THE MARK IS 1.95 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 71 JE2101'AND MO STATE HIGHWAY 7, IT IS SET IN TO CENTER OF THE SOUTH HEADWALL JE2101'OF A DOUBLE BOX CONCRETE CULVERT.