1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1362 *********************************************************************** KE1362 DESIGNATION - BLUE SPRINGS NEW MUN TANK KE1362 PID - KE1362 KE1362 STATE/COUNTY- MO/JACKSON KE1362 USGS QUAD - BLUE SPRINGS (1990) KE1362 KE1362 *CURRENT SURVEY CONTROL KE1362 ___________________________________________________________________ KE1362* NAD 83(1997)- 39 01 02.03360(N) 094 16 41.89230(W) ADJUSTED KE1362* NAVD 88 - KE1362 ___________________________________________________________________ KE1362 LAPLACE CORR- -0.66 (seconds) DEFLEC99 KE1362 GEOID HEIGHT- -32.57 (meters) GEOID03 KE1362 KE1362 HORZ ORDER - THIRD KE1362 KE1362.The horizontal coordinates were established by classical geodetic methods KE1362.and adjusted by the National Geodetic Survey in February 2000. KE1362 KE1362 KE1362.The Laplace correction was computed from DEFLEC99 derived deflections. KE1362 KE1362.The geoid height was determined by GEOID03. KE1362 KE1362; North East Units Scale Factor Converg. KE1362;SPC MO W - 316,385.636 869,198.999 MT 0.99994571 +0 08 22.5 KE1362;UTM 15 - 4,319,466.052 389,334.394 MT 0.99975080 -0 48 17.4 KE1362 KE1362 SUPERSEDED SURVEY CONTROL KE1362 KE1362 NAD 83(1997)- 39 01 02.03373(N) 094 16 41.89253(W) AD( ) 4 KE1362 NAD 83(1986)- 39 01 02.04040(N) 094 16 41.88841(W) AD( ) 4 KE1362 NAD 27 - 39 01 02.01720(N) 094 16 41.07616(W) AD( ) 3 KE1362 KE1362.Superseded values are not recommended for survey control. KE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1362.See file dsdata.txt to determine how the superseded data were derived. KE1362 KE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD8933419466(NAD 83) KE1362_MARKER: 53 = ELEVATED TANK KE1362 KE1362 HISTORY - Date Condition Report By KE1362 HISTORY - 1972 FIRST OBSERVED NGS KE1362 HISTORY - 19950901 GOOD USPSQD KE1362 HISTORY - 20050717 GOOD GEOCAC KE1362 KE1362 STATION DESCRIPTION KE1362 KE1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1362'THE STATION, BLUE SPRINGS NEW MUNICIPAL TANK, IS THE CENTER OF THE KE1362'TOP OF AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY FIVE KE1362'ROUND LEGS. THE STRUCTURE HAS AN OVERALL HEIGHT OF 150 FEET AND KE1362'IS LOCATED IN THE SOUTHWEST ANGLE OF EAST SMITH STREET AND SOUTH KE1362'11TH STREET IN BLUE SPRINGS. THE TANK HAS BLUE SPRINGS LETTERED KE1362'ON THE NORTH AND SOUTH SIDES. KE1362 KE1362 STATION RECOVERY (1995) KE1362 KE1362'RECOVERY NOTE BY US POWER SQUADRON 1995 KE1362'RECOVERED IN GOOD CONDITION. KE1362 KE1362 STATION RECOVERY (2005) KE1362 KE1362'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1362'THE TANK IS NOW PAINTED BEIGE WITH BLUE LETTERS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE0319 *********************************************************************** KE0319 DESIGNATION - C 273 KE0319 PID - KE0319 KE0319 STATE/COUNTY- MO/JACKSON KE0319 USGS QUAD - KANSAS CITY (1991) KE0319 KE0319 *CURRENT SURVEY CONTROL KE0319 ___________________________________________________________________ KE0319* NAD 83(1986)- 39 04 07. (N) 094 30 40. (W) SCALED KE0319* NAVD 88 - 232.684 (meters) 763.40 (feet) ADJUSTED KE0319 ___________________________________________________________________ KE0319 GEOID HEIGHT- -32.50 (meters) GEOID03 KE0319 DYNAMIC HT - 232.534 (meters) 762.91 (feet) COMP KE0319 MODELED GRAV- 979,978.5 (mgal) NAVD 88 KE0319 KE0319 VERT ORDER - FIRST CLASS II KE0319 KE0319.The horizontal coordinates were scaled from a topographic map and have KE0319.an estimated accuracy of +/- 6 seconds. KE0319 KE0319.The orthometric height was determined by differential leveling KE0319.and adjusted by the National Geodetic Survey in June 1991. KE0319 KE0319.The geoid height was determined by GEOID03. KE0319 KE0319.The dynamic height is computed by dividing the NAVD 88 KE0319.geopotential number by the normal gravity value computed on the KE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KE0319.degrees latitude (g = 980.6199 gals.). KE0319 KE0319.The modeled gravity was interpolated from observed gravity values. KE0319 KE0319; North East Units Estimated Accuracy KE0319;SPC MO W - 322,070. 849,040. MT (+/- 180 meters Scaled) KE0319 KE0319 SUPERSEDED SURVEY CONTROL KE0319 KE0319 NGVD 29 (??/??/92) 232.603 (m) 763.13 (f) ADJ UNCH 1 2 KE0319 KE0319.Superseded values are not recommended for survey control. KE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE0319.See file dsdata.txt to determine how the superseded data were derived. KE0319 KE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD692254(NAD 83) KE0319_MARKER: DB = BENCH MARK DISK KE0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE KE0319_SP_SET: OVERPASS KE0319_STAMPING: C 273 1966 KE0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KE0319+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005 KE0319 KE0319 HISTORY - Date Condition Report By KE0319 HISTORY - 1966 MONUMENTED CGS KE0319 HISTORY - 20050716 GOOD GEOCAC KE0319 KE0319 STATION DESCRIPTION KE0319 KE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KE0319'AT KANSAS CITY. KE0319'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, ON 31ST STREET, KE0319'UNDER THE INTERSTATE 70 OVERPASS, 40 FEET SOUTH OF THE CENTER KE0319'LINE OF 31ST STREET, SET VERTICALLY IN THE WEST FACE OF THE KE0319'MOST WESTERLY OF 8 CONCRETE PILLARS NORTH OF THE SOUTH END OF KE0319'THE OVERPASS, 2 FEET ABOVE THE LEVEL OF THE GROUND. KE0319 KE0319 STATION RECOVERY (2005) KE0319 KE0319'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE0319'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JE1944 *********************************************************************** JE1944 DESIGNATION - GRANDVIEW MUNICIPAL TANK JE1944 PID - JE1944 JE1944 STATE/COUNTY- MO/JACKSON JE1944 USGS QUAD - GRANDVIEW (1991) JE1944 JE1944 *CURRENT SURVEY CONTROL JE1944 ___________________________________________________________________ JE1944* NAD 83(1997)- 38 53 30.29417(N) 094 32 12.39426(W) ADJUSTED JE1944* NAVD 88 - JE1944 ___________________________________________________________________ JE1944 LAPLACE CORR- -1.02 (seconds) DEFLEC99 JE1944 GEOID HEIGHT- -32.31 (meters) GEOID03 JE1944 JE1944 HORZ ORDER - THIRD JE1944 JE1944.The horizontal coordinates were established by classical geodetic methods JE1944.and adjusted by the National Geodetic Survey in February 2000. JE1944 JE1944 JE1944.The Laplace correction was computed from DEFLEC99 derived deflections. JE1944 JE1944.The geoid height was determined by GEOID03. JE1944 JE1944; North East Units Scale Factor Converg. JE1944;SPC MO W - 302,433.248 846,809.550 MT 0.99994130 -0 01 23.1 JE1944;UTM 15 - 4,305,886.254 366,721.905 MT 0.99981873 -0 57 54.0 JE1944 JE1944 SUPERSEDED SURVEY CONTROL JE1944 JE1944 NAD 83(1997)- 38 53 30.29424(N) 094 32 12.39424(W) AD( ) 4 JE1944 NAD 83(1986)- 38 53 30.30200(N) 094 32 12.39040(W) AD( ) 4 JE1944 NAD 27 - 38 53 30.27662(N) 094 32 11.55442(W) AD( ) 3 JE1944 JE1944.Superseded values are not recommended for survey control. JE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1944.See file dsdata.txt to determine how the superseded data were derived. JE1944 JE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6672205886(NAD 83) JE1944_MARKER: 53 = ELEVATED TANK JE1944 JE1944 HISTORY - Date Condition Report By JE1944 HISTORY - 1967 FIRST OBSERVED CGS JE1944 HISTORY - 1982 GOOD NGS JE1944 HISTORY - 20050329 GOOD GEOCAC JE1944 JE1944 STATION DESCRIPTION JE1944 JE1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO) JE1944'LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF LENA JE1944'AVENUE AND 7TH STREET WHICH IS ABOUT 0.2 MILE NORTHWEST OF THE JE1944'POST OFFICE IN GRANDVIEW. IT IS A 6-LEGGED STEEL STRUCTURE WHICH JE1944'SUPPORTS AN OVAL SHAPED TANK, THE TANK IS PAINTED SILVER AND JE1944'HAS AN OVERALL HEIGHT OF 140 FEET. JE1944' JE1944'THE BALL ATOP THE TANK WAS THE POINT INTERSECTION. JE1944 JE1944 STATION RECOVERY (1982) JE1944 JE1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB) JE1944'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. JE1944 JE1944 STATION RECOVERY (2005) JE1944 JE1944'RECOVERY NOTE BY GEOCACHING 2005 (SGK) JE1944'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1366 *********************************************************************** KE1366 DESIGNATION - INDEPENDENCE KE1366 PID - KE1366 KE1366 STATE/COUNTY- MO/JACKSON KE1366 USGS QUAD - INDEPENDENCE (1990) KE1366 KE1366 *CURRENT SURVEY CONTROL KE1366 ___________________________________________________________________ KE1366* NAD 83(1997)- 39 06 05.17313(N) 094 24 52.08423(W) ADJUSTED KE1366* NAVD 88 - 317.5 (meters) 1042. (feet) VERTCON KE1366 ___________________________________________________________________ KE1366 LAPLACE CORR- -1.10 (seconds) DEFLEC99 KE1366 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1366 KE1366 HORZ ORDER - FIRST KE1366 KE1366.The horizontal coordinates were established by classical geodetic methods KE1366.and adjusted by the National Geodetic Survey in February 2000. KE1366 KE1366.The NAVD 88 height was computed by applying the VERTCON shift value to KE1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE1366 KE1366.The Laplace correction was computed from DEFLEC99 derived deflections. KE1366 KE1366.The geoid height was determined by GEOID03. KE1366 KE1366; North East Units Scale Factor Converg. KE1366;SPC MO W - 325,713.386 857,398.318 MT 0.99994185 +0 03 14.2 KE1366;UTM 15 - 4,328,985.536 377,691.256 MT 0.99978420 -0 53 32.0 KE1366 KE1366! - Elev Factor x Scale Factor = Combined Factor KE1366!SPC MO W - 0.99995530 x 0.99994185 = 0.99989715 KE1366!UTM 15 - 0.99995530 x 0.99978420 = 0.99973951 KE1366 KE1366: Primary Azimuth Mark Grid Az KE1366:SPC MO W - INDEPENDENCE AZ MK 3 271 38 43.7 KE1366:UTM 15 - INDEPENDENCE AZ MK 3 272 35 29.9 KE1366 KE1366|---------------------------------------------------------------------| KE1366| PID Reference Object Distance Geod. Az | KE1366| dddmmss.s | KE1366| KE1412 KANSAS CITY CHICAGO AWY BCN 1 APPROX.20.1 KM 0252557.6 | KE1366| KE1321 KANSAS CITY CHICAGO AWY BCN 2 APPROX.33.8 KM 0390546.7 | KE1366| KE1378 KANSAS CITY ST LOUIS AWY BCN 1 APPROX. 3.7 KM 0551105.3 | KE1366| KE1380 INDEPENDENCE RM 4 15.276 METERS 09003 | KE1366| CL7149 INDEPENDENCE RM 1 20.583 METERS 09339 | KE1366| KE1360 LAKE CITY ARSENAL RESIDENT TK APPROX.11.9 KM 0992756.2 | KE1366| KE1356 BLUE SPRINGS MUNICIPAL TANK APPROX.15.0 KM 1281635.6 | KE1366| KE1357 BLUE SPRINGS DISTRICT 8 TANK APPROX.14.1 KM 1355553.3 | KE1366| CL7150 INDEPENDENCE RM 2 23.095 METERS 17150 | KE1366| KE1377 INDEPENDENCE SOUTH DODGION TK APPROX. 3.4 KM 1763346.6 | KE1366| JE1874 LEES SUMMIT UNITY SCHOOL TOWER APPROX.17.1 KM 1775837.7 | KE1366| KE1369 RAYTOWN NE MUNICIPAL TANK APPROX. 8.2 KM 1934835.9 | KE1366| KE1381 INDEPENDENCE N MUN TANK 149.595 METERS 22300 | KE1366| KE1472 KANSAS CITY TV STA WDAF ANT APPROX.16.0 KM 2582355.9 | KE1366| KE1451 KANSAS CITY MO CITY HALL FLAG APPROX.14.1 KM 2694023.6 | KE1366| CL7147 INDEPENDENCE AZ MK 2713454.1 | KE1366| KE1391 INDEPENDENCE AZ MK 3 APPROX. 1.1 KM 2714157.9 | KE1366| CL7148 INDEPENDENCE AZ MK RESET 2725400.0 | KE1366| CL7152 INDEPENDENCE RM 5 14.722 METERS 27531 | KE1366| CL7151 INDEPENDENCE RM 3 14.213 METERS 27541 | KE1366| KE1416 LIBERTY MUNICIPAL TANK APPROX.16.8 KM 3585830.2 | KE1366|---------------------------------------------------------------------| KE1366 KE1366 SUPERSEDED SURVEY CONTROL KE1366 KE1366 NAD 83(1997)- 39 06 05.17317(N) 094 24 52.08426(W) AD( ) 1 KE1366 NAD 83(1986)- 39 06 05.18004(N) 094 24 52.07894(W) AD( ) 1 KE1366 NAD 27 - 39 06 05.16286(N) 094 24 51.25464(W) AD( ) 1 KE1366 NGVD 29 (07/19/86) 317.4 (m) 1041. (f) VERT ANG KE1366 KE1366.Superseded values are not recommended for survey control. KE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1366.See file dsdata.txt to determine how the superseded data were derived. KE1366 KE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7769128986(NAD 83) KE1366_MARKER: DS = TRIANGULATION STATION DISK KE1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KE1366_MAGNETIC: O = OTHER; SEE DESCRIPTION KE1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KE1366+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005 KE1366 KE1366 HISTORY - Date Condition Report By KE1366 HISTORY - 1934 MONUMENTED CGS KE1366 HISTORY - 1949 GOOD CGS KE1366 HISTORY - 1958 GOOD CGS KE1366 HISTORY - 1963 GOOD MOHC KE1366 HISTORY - 1972 GOOD NGS KE1366 HISTORY - 1980 GOOD MJH KE1366 HISTORY - 1980 GOOD NGS KE1366 HISTORY - 1981 GOOD NGS KE1366 HISTORY - 20010331 GOOD NGS KE1366 HISTORY - 20020614 GOOD INDIV KE1366 HISTORY - 20050723 GOOD GEOCAC KE1366 KE1366 STATION DESCRIPTION KE1366 KE1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1366'STATION IS IN THE N EDGE OF INDEPENDENCE, IN THE SE CORNER OF KE1366'THE SW 1/4 SECTION 35, T 50 N, R 32 W, ON THE RIGHT-OF-WAY OF KE1366'INDEPENDENCE AVENUE (U.S. HIGHWAY 24). THE MARK IS 38 FEET N KE1366'OF THE CENTER LINE OF INDEPENDENCE AVENUE, 33 FEET E OF AN KE1366'ALLEY, 1 FOOT S OF A HEDGE FENCE, 158 FEET W OF THE CENTER LINE KE1366'OF LYNN STREET, AND PROJECTS 2 INCHES. KE1366' KE1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KE1366'BRONZE DISKS SET IN CONCRETE. KE1366' KE1366'REFERENCE MARK NO. 1 IS E OF THE STATION, 30 FEET N OF THE KE1366'CENTER LINE OF INDEPENDENCE AVENUE, 90.55 FEET NE OF REFERENCE KE1366'MARK NO. 2, 22 FEET SSW OF THE SW CORNER OF A STONE HOUSE, 90 KE1366'FEET W OF THE CENTER LINE OF LYNN STREET AND IS SET FLUSH. KE1366' KE1366'REFERENCE MARK NO. 2 IS S OF THE STATION, 18 FEET E OF THE NE KE1366'CORNER OF A SMALL STORE, 38 FEET S OF THE CENTER LINE OF KE1366'INDEPENDENCE AVENUE, ROUTE 24, 155 FEET W OF THE CENTER LINE OF KE1366'LYNN STREET AND IS SET FLUSH. KE1366' KE1366'THE AZIMUTH MARK IS W OF THE STATION, 45 FEET S OF THE CENTER KE1366'LINE OF INDEPENDENCE AVENUE, 98 FEET E OF THE CENTER LINE OF KE1366'RIVER STREET, AND PROJECTS 3 INCHES. KE1366' KE1366'ALL LIGHTS COME INTO VIEW AT 50 FEET. KE1366 KE1366 STATION RECOVERY (1949) KE1366 KE1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE) KE1366'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 KE1366'WERE RECOVERED AND ARE IN GOOD CONDITION. KE1366' KE1366'THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW ONE WAS ESTABLISHED. KE1366' KE1366'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION- KE1366' KE1366'THE STATION IS LOCATED IN THE NORTH EDGE OF INDEPENDENCE AND ON KE1366'THE RIGHT-OF-WAY OF INDEPENDENCE AVENUE (U.S. HIGHWAY NO. 24). IT KE1366'IS 158 FEET WEST OF THE CENTER OF LYNN STREET, 57 FEET WEST OF KE1366'THE CENTER OF A DRIVEWAY, 38 FEET NORTH OF THE CENTER OF KE1366'INDEPENDENCE AVENUE, 33 FEET EAST OF THE CENTER OF AN ALLEY, KE1366'7 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 1.0 FOOT SOUTH KE1366'OF A HEDGE. IT PROJECTS 2 INCHES AND IS STAMPED INDEPENDENCE KE1366'1934. KE1366' KE1366'REFERENCE MARK NO. 1 IS 38.5 FEET NORTH OF THE CENTER OF KE1366'INDEPENDENCE AVENUE, 21.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST KE1366'CORNER OF A STONE HOUSE, 11 FEET EAST OF THE CENTER OF A KE1366'DRIVEWAY, AND 7 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK. IT KE1366'IS SET FLUSH WITH THE GROUND AND IS STAMPED, INDEPENDENCE NO 1 KE1366'1934. KE1366' KE1366'REFERENCE MARK NO. 2 IS 34.5 FEET SOUTH OF THE CENTER OF KE1366'INDEPENDENCE AVENUE, 45 FEET EAST OF THE CENTER OF AN ALLEY, 18 KE1366'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A STORE, AND 1.0 KE1366'FOOT SOUTH OF THE SOUTH EDGE OF A SIDEWALK. IT IS SET FLUSH KE1366'AND IS STAMPED, INDEPENDENCE NO 2. KE1366' KE1366'THE AZIMUTH MARK IS 37.5 FEET NORTH OF THE CENTER OF INDEPENDENCE KE1366'AVENUE (U.S. HIGHWAY NO. 24), 20 FEET WEST OF THE CENTER OF N KE1366'RIVER STREET, 15 FEET SOUTH OF A POWERLINE POLE, AND 2.5 FEET KE1366'SOUTH-SOUTHEAST OF A STREET SIGN POST. IT PROJECTS 1 INCH AND IS KE1366'STAMPED, INDEPENDENCE RESET 1949. KE1366' KE1366'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE KE1366'SQUARE IN INDEPENDENCE, GO NORTH ON N MAIN STREET FOR 0.6 MILE KE1366'TO INDEPENDENCE AVENUE, TURN RIGHT AND GO EAST ON INDEPENDENCE KE1366'AVENUE FOR 0.1 MILE TO THE STATION ON THE LEFT. KE1366' KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON KE1366'INDEPENDENCE AVENUE FOR 0.7 MILE TO THE TOP OF A GRADE AND THE KE1366'MARK ON THE RIGHT. KE1366' KE1366'AN 87 FOOT SIGNAL AT LIBERTY 1934 IS VISIBLE AT 37 FEET. KE1366' KE1366'AN 87 FOOT SIGNAL AT CRAB IS VISIBLE AT 50 FEET. KE1366' KE1366'A 4 FOOT SIGNAL AT SHROUT IS VISIBLE AT 77 FEET. KE1366' KE1366'A 64 FOOT SIGNAL AT DEWEY IS VISIBLE AT 50 FEET. KE1366' KE1366'AN 87 FOOT SIGNAL AT CAMPBELL IS VISIBLE AT 50 FEET. KE1366' KE1366'A 74 FOOT SIGNAL AT BLUE IS VISIBLE AT 50 FEET. KE1366' KE1366'A 74 FOOT SIGNAL AT BRAUN IS VISIBLE AT 50 FEET. KE1366' KE1366'A 74 FOOT SIGNAL AT BOWLER 1884 IS VISIBLE AT 77 FEET. KE1366' KE1366'A 6 FOOT SIGNAL AT BUSTER (MO. RC) IS VISIBLE AT 50 FEET. KE1366' KE1366'A 100 FOOT SIGNAL AT ADAMS 1934 IS VISIBLE AT 50 FEET. KE1366' KE1366'A 4 FOOT SIGNAL AT VIEW IS VISIBLE AT 50 FEET. KE1366 KE1366 STATION RECOVERY (1958) KE1366 KE1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR) KE1366'THIS STATION WAS RECOVERED IN GOOD CONDITION AND ALL MARKS KE1366'WERE FOUND, BUT ALL THE HOUSES IN THE ENTIRE BLOCK ON THE NORTH KE1366'SIDE OF INDEPENDENCE AVENUE HAVE BEEN RAZED AND A SAFEWAY FOOD KE1366'STORE WITH PARKING AREA OCCUPIES THE WEST 2/3 OF THE BLOCK. THE KE1366'EAST 1/3 OF THE BLOCK IS VACANT AT THE PRESENT TIME. A NEW KE1366'REFERENCE MARK NO. 3 WAS ESTABLISHED. A COMPLETE DESCRIPTION KE1366'FOLLOWS. KE1366' KE1366'THE STATION IS LOCATED ON THE NORTH EDGE OF INDEPENDENCE AND ON KE1366'THE RIGHT-OF-WAY OF INDEPENDENCE AVENUE (U.S. HIGHWAY 24), 158 KE1366'FEET WEST OF THE CENTER OF LYNN STREET, ABOUT 100 FEET SOUTHEAST KE1366'OF A SAFEWAY FOOD STORE, 38 FEET NORTH OF THE CENTER OF KE1366'INDEPENDENCE AVENUE, 17 FEET EAST OF THE EAST EDGE OF DRIVEWAY KE1366'TO SAFEWAY STORE, 10 FEET SOUTHEAST OF THE SOUTH STEEL LEG FOR KE1366'SAFEWAY STORE SIGN, AND 7 FEET NORTH OF THE NORTH EDGE OF KE1366'SIDEWALK. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KE1366'INDEPENDENCE 1934. KE1366' KE1366'REFERENCE MARK NO. 1 IS 67.57 FEET EAST OF THE STATION, 90 FEET KE1366'WEST OF THE CENTER OF LYNN STREET, 38 FEET NORTH OF THE CENTER KE1366'OF INDEPENDENCE AVENUE, AND 7 FEET NORTH OF THE NORTH EDGE OF KE1366'SIDEWALK. THE MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND KE1366'AND THE DISK IS STAMPED INDEPENDENCE NO 1 1934. KE1366' KE1366'REFERENCE MARK NO. 2 IS 75.77 FEET SOUTH OF THE STATION, 38 KE1366'FEET SOUTH OF THE CENTER OF INDEPENDENCE AVENUE, 18 FEET KE1366'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BRICK BUILDING KE1366'OCCUPIED BY A BARBER SHOP, AND 1 FOOT SOUTH OF THE SOUTH KE1366'OF SIDEWALK. THE MARK IS FLUSH WITH THE LEVEL OF THE SIDEWALK KE1366'AND THE DISK IS STAMPED INDEPENDENCE NO 2 1934. KE1366' KE1366'REFERENCE MARK NO. 3 IS 46.63 FEET WEST OF THE STATION SET IN KE1366'CONCRETE CURB FOR PARKING AREA FOR SAFEWAY STORE, 9 FEET NORTH KE1366'OF THE NORTH EDGE OF SIDEWALK, 5 FEET WEST OF THE WEST EDGE OF KE1366'DRIVEWAY, AND 4 FEET WEST OF THE EAST END OF CURB. THE MARK KE1366'IS SET IN A DRILLHOLE IN CONCRETE CURB AND THE DISK IS STAMPED KE1366'INDEPENDENCE NO 3 1934. KE1366' KE1366'AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 38 FEET NORTH OF KE1366'THE CENTER OF INDEPENDENCE AVENUE (U.S. HIGHWAY 24), 20 FEET KE1366'WEST OF RIVER STREET, 15 FEET SOUTH OF A POWERLINE POLE, AND 2.5 KE1366'FEET SOUTH-SOUTHEAST OF A STREET SIGNPOST. THE MARK PROJECTS 1 KE1366'INCH AND THE DISK IS STAMPED INDEPENDENCE RESET 1949. KE1366' KE1366'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE KE1366'IN INDEPENDENCE, GO NORTH ON N. MAIN STREET FOR 0.6 MILE TO KE1366'INDEPENDENCE AVENUE. TURN RIGHT AND GO EAST ON INDEPENDENCE KE1366'AVENUE FOR 0.1 MILE TO THE STATION ON THE LEFT. KE1366' KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON KE1366'INDEPENDENCE AVENUE FOR 0.7 MILE TO N. RIVER STREET AND THE KE1366'AZIMUTH MARK ON THE RIGHT. KE1366 KE1366 STATION RECOVERY (1963) KE1366 KE1366'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1963 (PEC) KE1366'STATION AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION. KE1366'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AS NO SEARCH WAS KE1366'MADE FOR THEM. KE1366 KE1366 STATION RECOVERY (1972) KE1366 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1366'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED. REFERENCE MARK KE1366'2 AND THE AZIMUTH MARK WAS SEARCHED FOR AND COULD NOT BE FOUND. KE1366'REFERENCE MARK 4, 5 AND AN AZIMUTH MARK WERE ESTABLISHED. A TOWER KE1366'COULD NOT BE ERECTED OVER THE STATION DUE TO ITS PROXIMITY TO A KE1366'HEDGE ROW, A SIDEWALK AND A ROAD. REFERENCE MARK 4 WAS OCCUPIED. A KE1366'DIFFERENCE OF 0.04 FEET OR 0.014 METERS SHORTER WAS NOTED IN KE1366'THE DISTANCE TO REFERENCE MARK 1. THERE WAS NO PREVIOUSLY KE1366'OBSERVED OBJECTS VISIBLE AT THIS TIME TO CHECK THE DIRECTION KE1366'TO REFERENCE MARK 1. FOLLOWING IS A NEW DESCRIPTION. KE1366' KE1366'THE STATION IS IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 24 AND NORTH KE1366'LYNN STREET IN INDEPENDENCE. IT IS IN THE SOUTHWEST 1/4 OF SEC. KE1366'35, T. 50 N., R. 32 W. KE1366' KE1366'TO REACH THE STATION FROM THE JUNCTION OF NOLAND ROAD AND U.S. KE1366'HIGHWAY 24 IN INDEPENDENCE, GO WEST ON U.S. HIGHWAY 24 FOR 0.1 MILE KE1366'TO THE STATION ON THE RIGHT. KE1366' KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY KE1366'24 FOR 0.65 MILE TO THE MARK ON THE LEFT. KE1366' KE1366'STATION MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934, SET IN KE1366'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 1 INCH KE1366'ABOVE THE GROUND. IT IS 19.4 FEET NORTH OF THE NORTH CURB OF U.S. KE1366'HIGHWAY 24, 16.0 FEET WEST OF THE CENTER OF A PAVED DRIVEWAY AND KE1366'SET AT THE SOUTH END OF A HEDGE ROW. KE1366' KE1366'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDEPENDENCE NO 1 KE1366'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS KE1366'9 INCHES BELOW THE GROUND SURFACE. IT IS 89.0 FEET WEST OF THE KE1366'CENTER OF NORTH LYNN STREET, 18.6 FEET NORTH OF THE NORTH CURB OF KE1366'U.S. HIGHWAY 24, 1.0 FOOT WEST OF A SMALL CEDAR SHRUB AND KE1366'ABOUT THE SAME ELEVATION AS THE STATION. KE1366' KE1366'REFERENCE MARKS 4 ARE STANDARD DISKS, STAMPED INDEPENDENCE 1934 NO KE1366'4 1972. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL KE1366'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 107.2 FEET KE1366'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FARM HOME SAVINGS KE1366'AND LOAN BUILDING, 107.0 FEET WEST OF THE CENTER OF NORTH LYNN KE1366'STREET, 32.8 FEET EAST OF THE CENTER OF THE PAVED DRIVEWAY AND KE1366'21.9 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24. THE KE1366'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 KE1366'INCHES BELOW THE GROUND SURFACE. KE1366' KE1366'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 NO KE1366'5 1972, CEMENTED IN A DRILL HOLE IN A CURB AT THE SOUTH END OF A KE1366'PARKING LOT. IT IS 62.2 FEET WEST OF THE CENTER OF THE PAVED KE1366'DRIVEWAY, 21.6 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24, KE1366'5.0 FEET WEST OF THE EAST END OF THE CURB AND ABOUT THE SAME KE1366'ELEVATION AS THE STATION. KE1366' KE1366'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972, KE1366'CEMENTED IN A DRILL HOLE IN A CONCRETE APRON FOR A DRAIN. IT IS KE1366'35.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 31.9 FEET EAST OF KE1366'A STREET LIGHT POLE AND 3.4 FEET NORTH OF A WITNESS POST. KE1366' KE1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN INDEPENDENCE. KE1366' KE1366'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. KE1366 KE1366 STATION RECOVERY (1980) KE1366 KE1366'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1980 (JC) KE1366'INDEPENDENCE STATION MARK 1934 RECOVERED EXCELLENT. KE1366' KE1366'RM NO. 5 1972 RECOVERED EXCELLENT. KE1366' KE1366'COULD NOT LOCATE AZ. MK. KE1366' KE1366'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN INDEPENDENCE. KE1366 KE1366 STATION RECOVERY (1980) KE1366 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) KE1366'SURFACE STATION MARK, INDEPENDENCE RM 4, REFERENCE MARK 5 AND THE KE1366'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS KE1366'SEARCHED FOR BUT NOT FOUND. MEASUREMENTS PLACE THIS MARK UNDER A KE1366'SIDEWALK. THE DIRECTION TO REFERENCE MARK 5 WAS 36 SECONDS SMALLER KE1366'THAN 1972 DATA WHILE THE DIRECTION TO INDEPENDENCE RM 4 WAS 10 SECONDS KE1366'SMALLER. THE DISTANCES TO THE MARKS AGREED WITH 1972 DATA. THE KE1366'UNDERGROUND MARK WAS NOT INSPECTED. U.S. HIGHWAY 24 HAS BEEN WIDENED KE1366'TO 4 LANES OF TRAFFIC. DUE TO THIS AND OTHER MINOR CHANGES, A NEW KE1366'DESCRIPTION FOLLOWS. KE1366' KE1366'THE STATION IS LOCATED AT 110 EAST U.S. HIGHWAY 24, AT THE NORTHWEST KE1366'ANGLE OF THE HIGHWAY AND LYNN STREET IN INDEPENDENCE AND IN THE SW 1/4 KE1366'SEC 35 T50N R32W. KE1366' KE1366'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY KE1366'24 FOR 0.65 MILE TO THE MARK ON THE LEFT JUST EAST OF A DUNKIN DONUT KE1366'SHOP AND ABOUT 100 YARDS EAST OF RIVER STREET. KE1366' KE1366'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---INDEPENDENCE KE1366'1934--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 KE1366'INCH. IT IS 158 FEET WEST OF THE CENTERLINE OF NORTH LYNN STREET, KE1366'16.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY TO THE FARM AND HOME KE1366'SAVINGS AND LOAN BUILDING AT 112 EAST U.S. HIGHWAY 24, 10.8 FEET KE1366'SOUTHEAST OF THE SOUTH STEEL SIGN POST FOR THE UNCLAIMED FREIGHT STORE KE1366'AT 110 EAST U.S. HIGHWAY 24 AND 0.5 FOOT NORTH OF THE NORTH EDGE OF A KE1366'SIDEWALK. KE1366' KE1366'INDEPENDENCE RM 4, ALSO A FIRST-ORDER CONTROL POINT, IS A STANDARD KE1366'DISK, STAMPED---INDEPENDENCE 1934 NO 4 1972--- SET IN THE TOP OF A KE1366'ROUND CONCRETE POST THAT IS FLUSH. IT IS 107.2 FEET SOUTH-SOUTHEAST KE1366'OF THE SOUTHWEST CORNER OF THE SAVINGS AND LOAN COMPANY BUILDING, 107 KE1366'FEET WEST OF THE CENTERLINE OF NORTH LYNN STREET, 32.8 FEET EAST OF KE1366'THE CENTERLINE OF THE DRIVEWAY TO THE SAVINGS AND LOAN COMPANY AND 3 KE1366'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK. THE UNDERGROUND MARK KE1366'WAS NOT INSPECTED. KE1366' KE1366'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---INDEPENDENCE 1934 NO 5 KE1366'1972--- CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE PARKING KE1366'LOT FOR THE UNCLAIMED FREIGHT STORE. IT IS 62.2 FEET WEST OF THE KE1366'CENTERLINE OF THE ENTRANCE TO THE SAVINGS AND LOAN COMPANY, 8.0 FEET KE1366'EAST-NORTHEAST OF A POWERLINE POLE, 5.0 FEET WEST OF THE EAST END OF KE1366'THE CURB AND 3 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK. KE1366' KE1366'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---INDEPENDENCE 1934 KE1366'1972--- CEMENTED IN A DRILLHOLE IN THE CONCRETE APRON FOR A DRAINAGE KE1366'DITCH. IT IS 35.3 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24, KE1366'32.0 FEET EAST OF A STREET LIGHT POLE AND 1.5 FEET EAST OF THE EAST KE1366'END OF A CURB. KE1366 KE1366 STATION RECOVERY (1981) KE1366 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) KE1366'STATION MARK AND AZIMUTH MARK 1972 WERE VISITED AND FOUND IN GOOD KE1366'CONDITION AND AS PREVIOUSLY DESCRIBED. A POLARIS OBSERVATION WAS KE1366'TAKEN TO THE AZIMUTH MARK. KE1366 KE1366 STATION RECOVERY (2001) KE1366 KE1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1366 KE1366 STATION RECOVERY (2002) KE1366 KE1366'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS) KE1366'RM5 WAS NOT SEARCHED FOR. RM4 MAY NOT BE SUITABLE FOR GPS KE1366'OBSERVATIONS DUE TO SHELTER FOR ATM MACHINE CAUSING OBSTRUCTION. KE1366 KE1366 STATION RECOVERY (2005) KE1366 KE1366'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1366'STATION, RM4, RM5 AND AZIMUTH MARK FOUND AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1391 *********************************************************************** KE1391 DESIGNATION - INDEPENDENCE AZ MK 3 KE1391 PID - KE1391 KE1391 STATE/COUNTY- MO/JACKSON KE1391 USGS QUAD - INDEPENDENCE (1990) KE1391 KE1391 *CURRENT SURVEY CONTROL KE1391 ___________________________________________________________________ KE1391* NAD 83(1997)- 39 06 06.19040(N) 094 25 36.18896(W) ADJUSTED KE1391* NAVD 88 - 302.9 (meters) 994. (feet) VERTCON KE1391 ___________________________________________________________________ KE1391 LAPLACE CORR- -0.89 (seconds) DEFLEC99 KE1391 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1391 KE1391 HORZ ORDER - SECOND KE1391 KE1391.The horizontal coordinates were established by classical geodetic methods KE1391.and adjusted by the National Geodetic Survey in February 2000. KE1391 KE1391.The NAVD 88 height was computed by applying the VERTCON shift value to KE1391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE1391 KE1391.The Laplace correction was computed from DEFLEC99 derived deflections. KE1391 KE1391.The geoid height was determined by GEOID03. KE1391 KE1391; North East Units Scale Factor Converg. KE1391;SPC MO W - 325,743.828 856,338.584 MT 0.99994167 +0 02 46.4 KE1391;UTM 15 - 4,329,033.466 376,632.335 MT 0.99978740 -0 53 59.8 KE1391 KE1391! - Elev Factor x Scale Factor = Combined Factor KE1391!SPC MO W - 0.99995759 x 0.99994167 = 0.99989926 KE1391!UTM 15 - 0.99995759 x 0.99978740 = 0.99974500 KE1391 KE1391: Primary Azimuth Mark Grid Az KE1391:SPC MO W - INDEPENDENCE 091 38 43.7 KE1391:UTM 15 - INDEPENDENCE 092 35 29.9 KE1391 KE1391|---------------------------------------------------------------------| KE1391| PID Reference Object Distance Geod. Az | KE1391| dddmmss.s | KE1391| KE1366 INDEPENDENCE APPROX. 1.1 KM 0914130.1 | KE1391| KE1381 INDEPENDENCE N MUN TANK APPROX. 1.0 KM 0982129.5 | KE1391|---------------------------------------------------------------------| KE1391 KE1391 SUPERSEDED SURVEY CONTROL KE1391 KE1391 NAD 83(1997)- 39 06 06.19042(N) 094 25 36.18900(W) AD( ) 2 KE1391 NAD 83(1986)- 39 06 06.19764(N) 094 25 36.18365(W) AD( ) 2 KE1391 NAD 27 - 39 06 06.17980(N) 094 25 35.35803(W) AD( ) 2 KE1391 NGVD 29 (07/19/86) 302.8 (m) 993. (f) VERT ANG KE1391 KE1391.Superseded values are not recommended for survey control. KE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1391.See file dsdata.txt to determine how the superseded data were derived. KE1391 KE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7663229033(NAD 83) KE1391_MAGNETIC: N = NO MAGNETIC MATERIAL KE1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KE1391+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002 KE1391 KE1391 HISTORY - Date Condition Report By KE1391 HISTORY - 1972 MONUMENTED NGS KE1391 HISTORY - 1981 GOOD NGS KE1391 HISTORY - 20010331 MARK NOT FOUND NGS KE1391 HISTORY - 20020614 GOOD INDIV KE1391 HISTORY - 20050723 GOOD GEOCAC KE1391 KE1391 STATION DESCRIPTION KE1391 KE1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN) KE1391'THE MARK WAS VISITED AND FOUND IN GOOD CONDITION. A POLARIS KE1391'OBSERVATION WAS TAKEN TO THIS MARK FROM STATION--INDEPENDENCE KE1391'1934--. KE1391 KE1391 STATION RECOVERY (2001) KE1391 KE1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1391'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1391 KE1391 STATION RECOVERY (2002) KE1391 KE1391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS) KE1391'RECOVERED IN GOOD CONDITION. KE1391 KE1391 STATION RECOVERY (2005) KE1391 KE1391'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1391'MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972, CEMENTED IN A KE1391'DRILL HOLE IN A CONCRETE APRON FOR A DRAIN. IT IS 35.3 FEET SOUTH OF KE1391'THE CENTER OF U.S. HIGHWAY 24, ABOUT 3' EAST OF THE EXTENDED LINE OF A KE1391'WOOD RETAINING WALL FOR A PARKING LOT AND AT THE SOUTH EDGE OF THE KE1391'ASPHALT PAVING FOR U.S. HWY 24. THE WITNESS POST HAS BEEN REMOVED. KE1391' 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1375 *********************************************************************** KE1375 DESIGNATION - INDEPENDENCE CH LATTER DAY STS KE1375 PID - KE1375 KE1375 STATE/COUNTY- MO/JACKSON KE1375 USGS QUAD - INDEPENDENCE (1990) KE1375 KE1375 *CURRENT SURVEY CONTROL KE1375 ___________________________________________________________________ KE1375* NAD 83(1997)- 39 05 23.22838(N) 094 25 41.63176(W) ADJUSTED KE1375* NAVD 88 - KE1375 ___________________________________________________________________ KE1375 LAPLACE CORR- -0.86 (seconds) DEFLEC99 KE1375 GEOID HEIGHT- -32.55 (meters) GEOID03 KE1375 KE1375 HORZ ORDER - THIRD KE1375 KE1375.The horizontal coordinates were established by classical geodetic methods KE1375.and adjusted by the National Geodetic Survey in February 2000. KE1375 KE1375 KE1375.The Laplace correction was computed from DEFLEC99 derived deflections. KE1375 KE1375.The geoid height was determined by GEOID03. KE1375 KE1375; North East Units Scale Factor Converg. KE1375;SPC MO W - 324,418.933 856,208.857 MT 0.99994165 +0 02 42.9 KE1375;SPC KS N - 90,067.687 708,925.840 MT 0.99996078 +2 15 35.7 KE1375;UTM 15 - 4,327,711.097 376,480.773 MT 0.99978786 -0 54 02.4 KE1375 KE1375 SUPERSEDED SURVEY CONTROL KE1375 KE1375 NAD 83(1997)- 39 05 23.22840(N) 094 25 41.63182(W) AD( ) 4 KE1375 NAD 83(1986)- 39 05 23.23320(N) 094 25 41.62892(W) AD( ) 4 KE1375 NAD 27 - 39 05 23.21520(N) 094 25 40.80339(W) AD( ) 3 KE1375 KE1375.Superseded values are not recommended for survey control. KE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1375.See file dsdata.txt to determine how the superseded data were derived. KE1375 KE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7648127711(NAD 83) KE1375_MARKER: 87 = DOME KE1375 KE1375 HISTORY - Date Condition Report By KE1375 HISTORY - 1934 FIRST OBSERVED CGS KE1375 HISTORY - 20010331 GOOD NGS KE1375 HISTORY - 20050723 GOOD GEOCAC KE1375 KE1375 STATION DESCRIPTION KE1375 KE1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1375'THIS STATION IS THE CENTER OF A LARGE FLAT DOME ON THE AUDITORIUM KE1375'OF THE REORGANIZED CHURCH OF JESUS CHRIST OF THE LATTER DAY KE1375'SAINTS. THE DOME IS A LARGE CONCRETE STRUCTURE ABOUT 150 FEET IN KE1375'DIAMETER AND RISES AT THE CENTER OF THE BUILDING. IT IS ABOUT KE1375'80 FEET FROM THE GROUND TO THE TOP OF THE DOME. KE1375' KE1375'THE AUDITORIUM IS LOCATED IN THE BLOCK BOUNDED BY SHORT, WALNUT, KE1375'S RIVER AND S GRAND STREETS, AND IS 1 BLOCK S OF W LEXINGTON KE1375'STREET. IT WAS ERECTED ABOUT 1930. KE1375 KE1375 STATION RECOVERY (2001) KE1375 KE1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1375'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1375 KE1375 STATION RECOVERY (2005) KE1375 KE1375'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1375'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1382 *********************************************************************** KE1382 DESIGNATION - INDEPENDENCE COUNTY COURTHOUSE CUPOLA KE1382 PID - KE1382 KE1382 STATE/COUNTY- MO/JACKSON KE1382 USGS QUAD - INDEPENDENCE (1990) KE1382 KE1382 *CURRENT SURVEY CONTROL KE1382 ___________________________________________________________________ KE1382* NAD 83(1997)- 39 05 32.86858(N) 094 24 59.11795(W) ADJUSTED KE1382* NAVD 88 - KE1382 ___________________________________________________________________ KE1382 LAPLACE CORR- -1.11 (seconds) DEFLEC99 KE1382 GEOID HEIGHT- -32.55 (meters) GEOID03 KE1382 KE1382 HORZ ORDER - THIRD KE1382 KE1382.The horizontal coordinates were established by classical geodetic methods KE1382.and adjusted by the National Geodetic Survey in February 2000. KE1382 KE1382 KE1382.The Laplace correction was computed from DEFLEC99 derived deflections. KE1382 KE1382.The geoid height was determined by GEOID03. KE1382 KE1382; North East Units Scale Factor Converg. KE1382;SPC MO W - 324,717.074 857,230.234 MT 0.99994182 +0 03 09.7 KE1382;UTM 15 - 4,327,992.292 377,506.774 MT 0.99978475 -0 53 35.8 KE1382 KE1382 SUPERSEDED SURVEY CONTROL KE1382 KE1382 NAD 83(1997)- 39 05 32.86860(N) 094 24 59.11800(W) AD( ) 4 KE1382 NAD 83(1986)- 39 05 32.87131(N) 094 24 59.11355(W) AD( ) 4 KE1382 NAD 27 - 39 05 32.85353(N) 094 24 58.28906(W) AD( ) 3 KE1382 KE1382.Superseded values are not recommended for survey control. KE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1382.See file dsdata.txt to determine how the superseded data were derived. KE1382 KE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7750727992(NAD 83) KE1382_MARKER: 86 = CUPOLA KE1382 KE1382 HISTORY - Date Condition Report By KE1382 HISTORY - 1934 FIRST OBSERVED CGS KE1382 HISTORY - 1935 GOOD CGS KE1382 HISTORY - 20010331 GOOD NGS KE1382 HISTORY - 20050723 GOOD GEOCAC KE1382 KE1382 STATION DESCRIPTION KE1382 KE1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1382'THIS STATION IS THE CENTER OF A WHITE CUPOLA RISING AT THE CENTER KE1382'OF A HIP ROOF ON THE JACKSON COUNTY COURTHOUSE IN INDEPENDENCE. KE1382'THE COURTHOUSE IS LOCATED IN A SQUARE BOUNDED BY LIBERTY, MAIN, KE1382'LEXINGTON AND MAPLE STREETS. KE1382' KE1382'AT THE BASE OF THE CUPOLA IS A SQUARE WHITE TOWER HAVING A CLOCK KE1382'ON EACH OF ITS FOUR FACES. ABOVE THE TOWER IS AN OCTAGONAL KE1382'STRUCTURE WITH ARCHED OPENINGS. THERE IS AN OCTAGONAL DOME-SHAPED KE1382'ROOF SURMOUNTED BY A BALL AND ORNAMENTAL IRON WEATHER VANE AT THE KE1382'TOP. JACKSON COUNTY COURTHOUSE WAS ERECTED IN 1932. KE1382 KE1382 STATION RECOVERY (1935) KE1382 KE1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GJ) KE1382'THIS STATION WAS THE CENTER OF THE CUPOLA BUILT UPON THE SQUARE KE1382'TOWER ABOVE THE COURTHOUSE. THE CUPOLA WAS TORN DOWN SEVERAL YEARS KE1382'AGO. IN 1933 THE SQUARE TOWER WAS TORN DOWN, THE BUILDING KE1382'REMODELED AND A NEW DOME ERECTED. AT THIS TIME E.H. OWENS, KE1382'AN ENGINEER FROM KANSAS CITY, MADE OBSERVATIONS ON THE OLD KE1382'SQUARE TOWER AND THE NEW DOME, AND REPORTS THE POSITION OF THE KE1382'NEW DOME AS 1.03 FEET N AND 47.90 FEET W OF THE OLD TOWER. KE1382' KE1382'NEW INDEPENDENCE COURTHOUSE TOWER 1933 FROM OLD COURTHOUSE KE1382'TOWER 1925 TO 1933. KE1382' KE1382'LOCAL TRUE AZIMUTH 91 DEG. 13 MIN. 29 SEC. DISTANCE 52.89 FEET. KE1382'1.13 FT.N..52.89W FROM LOCAL TIES ON SIDEWALK AND CURB. KE1382 KE1382 STATION RECOVERY (2001) KE1382 KE1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1382'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1382 KE1382 STATION RECOVERY (2005) KE1382 KE1382'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1382'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1370 *********************************************************************** KE1370 DESIGNATION - INDEPENDENCE FIRST PRESB CH KE1370 PID - KE1370 KE1370 STATE/COUNTY- MO/JACKSON KE1370 USGS QUAD - INDEPENDENCE (1990) KE1370 KE1370 *CURRENT SURVEY CONTROL KE1370 ___________________________________________________________________ KE1370* NAD 83(1997)- 39 05 32.76373(N) 094 25 17.29011(W) ADJUSTED KE1370* NAVD 88 - KE1370 ___________________________________________________________________ KE1370 LAPLACE CORR- -1.03 (seconds) DEFLEC99 KE1370 GEOID HEIGHT- -32.55 (meters) GEOID03 KE1370 KE1370 HORZ ORDER - THIRD KE1370 KE1370.The horizontal coordinates were established by classical geodetic methods KE1370.and adjusted by the National Geodetic Survey in February 2000. KE1370 KE1370 KE1370.The Laplace correction was computed from DEFLEC99 derived deflections. KE1370 KE1370.The geoid height was determined by GEOID03. KE1370 KE1370; North East Units Scale Factor Converg. KE1370;SPC MO W - 324,713.452 856,793.558 MT 0.99994174 +0 02 58.3 KE1370;SPC KS N - 90,384.587 709,498.734 MT 0.99996065 +2 15 51.1 KE1370;UTM 15 - 4,327,995.879 377,070.166 MT 0.99978607 -0 53 47.2 KE1370 KE1370 SUPERSEDED SURVEY CONTROL KE1370 KE1370 NAD 83(1997)- 39 05 32.76375(N) 094 25 17.29016(W) AD( ) 4 KE1370 NAD 83(1986)- 39 05 32.76819(N) 094 25 17.28668(W) AD( ) 4 KE1370 NAD 27 - 39 05 32.75033(N) 094 25 16.46180(W) AD( ) 3 KE1370 KE1370.Superseded values are not recommended for survey control. KE1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1370.See file dsdata.txt to determine how the superseded data were derived. KE1370 KE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7707027996(NAD 83) KE1370_MARKER: 90 = CHURCH SPIRE KE1370 KE1370 HISTORY - Date Condition Report By KE1370 HISTORY - 1934 FIRST OBSERVED CGS KE1370 HISTORY - 20010331 GOOD NGS KE1370 HISTORY - 20050723 GOOD GEOCAC KE1370 KE1370 STATION DESCRIPTION KE1370 KE1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1370'THIS STATION IS THE CENTER OF A SPIRE ON THE SE CORNER OF THE FIRST KE1370'PRESBYTERIAN CHURCH, LOCATED IN THE NW CORNER OF THE INTERSECTION KE1370'OF W LEXINGTON AND S PLEASANT STREETS. KE1370' KE1370'THE SPIRE IS ABOUT 80 FEET HIGH, OCTAGONAL IN SHAPE, WITH GABLED KE1370'DORMERS ON FOUR FACES NEAR THE BASE AND PYRAMIDAL TURRETS AT THE KE1370'BASE OF THE OTHER FOUR FACES. THERE IS A SQUARE RED-BRICK TOWER KE1370'BELOW THE SPIRE, WITH A SMALL GOTHIC-ARCHED WINDOW CONTAINING KE1370'STAINED GLASS. THE SPIRE HAS A SLATE ROOF. KE1370 KE1370 STATION RECOVERY (2001) KE1370 KE1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1370 KE1370 STATION RECOVERY (2005) KE1370 KE1370'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1370'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1381 *********************************************************************** KE1381 DESIGNATION - INDEPENDENCE N MUN TANK KE1381 PID - KE1381 KE1381 STATE/COUNTY- MO/JACKSON KE1381 USGS QUAD - INDEPENDENCE (1990) KE1381 KE1381 *CURRENT SURVEY CONTROL KE1381 ___________________________________________________________________ KE1381* NAD 83(1997)- 39 06 01.62549(N) 094 24 56.33034(W) ADJUSTED KE1381* NAVD 88 - KE1381 ___________________________________________________________________ KE1381 LAPLACE CORR- -1.09 (seconds) DEFLEC99 KE1381 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1381 KE1381 HORZ ORDER - THIRD KE1381 KE1381.The horizontal coordinates were established by classical geodetic methods KE1381.and adjusted by the National Geodetic Survey in February 2000. KE1381 KE1381 KE1381.The Laplace correction was computed from DEFLEC99 derived deflections. KE1381 KE1381.The geoid height was determined by GEOID03. KE1381 KE1381; North East Units Scale Factor Converg. KE1381;SPC MO W - 325,603.894 857,296.398 MT 0.99994183 +0 03 11.5 KE1381;UTM 15 - 4,328,877.759 377,587.558 MT 0.99978451 -0 53 34.6 KE1381 KE1381 SUPERSEDED SURVEY CONTROL KE1381 KE1381 NAD 83(1997)- 39 06 01.62553(N) 094 24 56.33039(W) AD( ) 4 KE1381 NAD 83(1986)- 39 06 01.63245(N) 094 24 56.32501(W) AD( ) 4 KE1381 NAD 27 - 39 06 01.61456(N) 094 24 55.50117(W) AD( ) 3 KE1381 KE1381.Superseded values are not recommended for survey control. KE1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1381.See file dsdata.txt to determine how the superseded data were derived. KE1381 KE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7758828878(NAD 83) KE1381 KE1381 HISTORY - Date Condition Report By KE1381 HISTORY - UNK MONUMENTED KE1381 HISTORY - 1980 GOOD NGS KE1381 HISTORY - 20010331 GOOD NGS KE1381 HISTORY - 20050723 GOOD GEOCAC KE1381 KE1381 STATION DESCRIPTION KE1381 KE1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) KE1381'THE STATION, INDEPENDENCE MUNICIPAL NORTH WATER TANK, WAS RECOVERED KE1381'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED. KE1381 KE1381 STATION RECOVERY (2001) KE1381 KE1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1381'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1381 KE1381 STATION RECOVERY (2005) KE1381 KE1381'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1381'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1380 *********************************************************************** KE1380 DESIGNATION - INDEPENDENCE RM 4 KE1380 PID - KE1380 KE1380 STATE/COUNTY- MO/JACKSON KE1380 USGS QUAD - INDEPENDENCE (1990) KE1380 KE1380 *CURRENT SURVEY CONTROL KE1380 ___________________________________________________________________ KE1380* NAD 83(1997)- 39 06 05.17272(N) 094 24 51.44848(W) ADJUSTED KE1380* NAVD 88 - 317.5 (meters) 1042. (feet) VERTCON KE1380 ___________________________________________________________________ KE1380 X - -381,486.944 (meters) COMP KE1380 Y - -4,941,750.849 (meters) COMP KE1380 Z - 4,001,241.945 (meters) COMP KE1380 LAPLACE CORR- -1.10 (seconds) DEFLEC99 KE1380 ELLIP HEIGHT- 284.82 (meters) (02/17/00) GPS OBS KE1380 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1380 KE1380 HORZ ORDER - FIRST KE1380 ELLP ORDER - FOURTH CLASS I KE1380 KE1380.The horizontal coordinates were established by classical geodetic methods KE1380.and adjusted by the National Geodetic Survey in February 2000. KE1380 KE1380.The NAVD 88 height was computed by applying the VERTCON shift value to KE1380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE1380 KE1380.The X, Y, and Z were computed from the position and the ellipsoidal ht. KE1380 KE1380.The Laplace correction was computed from DEFLEC99 derived deflections. KE1380 KE1380.The ellipsoidal height was determined by GPS observations KE1380.and is referenced to NAD 83. KE1380 KE1380.The geoid height was determined by GEOID03. KE1380 KE1380; North East Units Scale Factor Converg. KE1380;SPC MO W - 325,713.387 857,413.593 MT 0.99994185 +0 03 14.6 KE1380;UTM 15 - 4,328,985.286 377,706.527 MT 0.99978415 -0 53 31.6 KE1380 KE1380! - Elev Factor x Scale Factor = Combined Factor KE1380!SPC MO W - 0.99995532 x 0.99994185 = 0.99989717 KE1380!UTM 15 - 0.99995532 x 0.99978415 = 0.99973947 KE1380 KE1380: Primary Azimuth Mark Grid Az KE1380:SPC MO W - INDEPENDENCE AZ MK 3 271 37 19.2 KE1380:UTM 15 - INDEPENDENCE AZ MK 3 272 34 05.4 KE1380 KE1380|---------------------------------------------------------------------| KE1380| PID Reference Object Distance Geod. Az | KE1380| dddmmss.s | KE1380| CL7149 INDEPENDENCE RM 1 5.427 METERS 10350 | KE1380| KE1381 INDEPENDENCE N MUN TANK 160.395 METERS 22700 | KE1380| KE1366 INDEPENDENCE 15.276 METERS 27003 | KE1380| KE1391 INDEPENDENCE AZ MK 3 APPROX. 1.1 KM 2714033.8 | KE1380| CL7152 INDEPENDENCE RM 5 29.963 METERS 27244 | KE1380|---------------------------------------------------------------------| KE1380 KE1380 SUPERSEDED SURVEY CONTROL KE1380 KE1380 NAD 83(1997)- 39 06 05.17276(N) 094 24 51.44851(W) AD( ) 1 KE1380 NAD 83(1986)- 39 06 05.17963(N) 094 24 51.44314(W) AD( ) 1 KE1380 NAD 27 - 39 06 05.16244(N) 094 24 50.61891(W) AD( ) 1 KE1380 NGVD 29 (07/19/86) 317.4 (m) 1041. (f) VERT ANG KE1380 KE1380.Superseded values are not recommended for survey control. KE1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1380.See file dsdata.txt to determine how the superseded data were derived. KE1380 KE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7770728985(NAD 83) KE1380_MARKER: DR = REFERENCE MARK DISK KE1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KE1380_SP_SET: CONCRETE POST KE1380_STAMPING: INDEPENDENCE 1934 NO 4 1972 KE1380_MARK LOGO: NGS KE1380_MAGNETIC: N = NO MAGNETIC MATERIAL KE1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KE1380+STABILITY: SURFACE MOTION KE1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KE1380+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1988 KE1380 KE1380 HISTORY - Date Condition Report By KE1380 HISTORY - 1972 MONUMENTED NGS KE1380 HISTORY - 1972 GOOD NGS KE1380 HISTORY - 1980 GOOD NGS KE1380 HISTORY - 19880707 GOOD KS-209 KE1380 HISTORY - 20010331 MARK NOT FOUND NGS KE1380 HISTORY - 20020614 GOOD INDIV KE1380 HISTORY - 20050723 GOOD GEOCAC KE1380 KE1380 STATION DESCRIPTION KE1380 KE1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1380'THE STATION IS IN THE NORTHWEST ANGLE OF U.S. HIGHWAY 24 AND NORTH KE1380'LYNN STREET IN INDEPENDENCE. IT IS IN THE SOUTHWEST 1/4 OF SEC. 35, KE1380'T. 50 N., R. 32 W. KE1380' KE1380'TO REACH THE STATION FROM THE JUNCTION OF NOLAND ROAD AND U.S. KE1380'HIGHWAY 24 IN INDEPENDENCE, GO WEST ON U.S. HIGHWAY 24 FOR 0.1 MILE KE1380'TO THE STATION ON THE RIGHT. KE1380' KE1380'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY KE1380'24 FOR 0.65 MILE TO THE MARK ON THE LEFT. KE1380' KE1380'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED INDEPENDENCE KE1380'1934 NO 4 1972. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH KE1380'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND. IT KE1380'IS 107.2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FARM KE1380'HOME SAVINGS AND LOAN BUILDING, 107.0 FEET WEST OF THE CENTER OF KE1380'NORTH LYNN STREET, 32.8 FEET EAST OF THE CENTER OF A PAVED KE1380'DRIVEWAY AND 21.9 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY KE1380'24. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF KE1380'CONCRETE 42 INCHES BELOW THE GROUND SURFACE. KE1380' KE1380'INDEPENDENCE 1934 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934, SET KE1380'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS KE1380'1 INCH ABOVE THE GROUND. IT IS 19.4 FEET NORTH OF THE NORTH CURB KE1380'OF U.S. HIGHWAY 24, 16.0 FEET WEST OF THE CENTER OF THE PAVED KE1380'DRIVEWAY AT THE SOUTH END OF A HEDGE ROW. KE1380' KE1380'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDEPENDENCE NO 1 1934, KE1380'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS KE1380'9 INCHES BELOW THE GROUND SURFACE. IT IS 89.0 FEET WEST OF THE KE1380'CENTER OF NORTH LYNN STREET, 18.6 FEET NORTH OF THE NORTH CURB OF KE1380'U.S. HIGHWAY 24, 1.0 FOOT WEST OF A SMALL CEDAR SHRUB AND ABOUT KE1380'THE SAME ELEVATION AS THE STATION. KE1380' KE1380'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 NO 5 KE1380'1972, CEMENTED IN A DRILL HOLE IN A CURB AT THE SOUTH END OF A KE1380'PARKING LOT. IT IS 62.2 FEET WEST OF THE CENTER OF THE PAVED KE1380'DRIVEWAY, 21.6 FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 24, KE1380'5.0 FEET WEST OF THE EAST END OF THE CURB AND ABOUT THE SAME KE1380'ELEVATION AS THE STATION. KE1380' KE1380'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDEPENDENCE 1934 1972, KE1380'CEMENTED IN A DRILL HOLE IN A CONCRETE APRON FOR A DRAIN. IT IS KE1380'35.3 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 31.9 FEET EAST OF KE1380'A STREET LIGHT POLE AND 3.4 FEET NORTH OF A WITNESS POST. KE1380' KE1380'NEAREST TOWN--IN INDEPENDENCE. KE1380' KE1380'HEIGHT OF LIGHT ABOVE STATION MARK 36.8 METERS. KE1380 KE1380 STATION RECOVERY (1972) KE1380 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 KE1380'RECOVERED IN GOOD CONDITION. KE1380 KE1380 STATION RECOVERY (1980) KE1380 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) KE1380'STATION MARK, INDEPENDENCE 1934, REFERENCE MARK 5 AND THE AZIMUTH KE1380'MARK WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS SEARCHED KE1380'FOR BUT NOT FOUND. MEASUREMENTS PLACE THE MARK UNDER A SIDEWALK KE1380'NOW. ALL MEASUREMENTS TO LOCAL OBJECTS WERE VERIFIED WITH THE KE1380'EXCEPTION OF THOSE TO THE NORTH CURB OF U.S. HIGHWAY 24 WHICH HAS KE1380'BEEN WIDENED TO 4 LANES OF TRAFFIC. THE STATION MARK AND REFERENCE KE1380'MARK 5 ARE 3 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK ALONG THE KE1380'HIGHWAY AND STATION INDEPENDENCE IS 0.5 FOOT NORTH OF THE NORTH EDGE KE1380'OF THE SIDEWALK. THE UNDERGROUND MARK WAS NOT INSPECTED NOR WAS THE KE1380'STATION OCCUPIED THIS DATE AS THE DISTANCE AND DIRECTION FROM STATION KE1380'INDEPENDENCE AGREED FAVORABLY WITH 1972 DATA. FOR FURTHER INFORMATION KE1380'SEE THE DESCRIPTION TO STATION INDEPENDENCE. KE1380 KE1380 STATION RECOVERY (1988) KE1380 KE1380'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988 KE1380'RECOVERED IN GOOD CONDITION. KE1380 KE1380 STATION RECOVERY (2001) KE1380 KE1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1380'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1380 KE1380 STATION RECOVERY (2002) KE1380 KE1380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS) KE1380'RM5 WAS NOT SEARCHED FOR. STATION INDEPENDENCE WAS FOUND IN GOOD KE1380'CONDITION. RM4 MAY NOT BE SUITABLE FOR GPS OBSERVATIONS DUE TO KE1380'SHELTER FOR ATM MACHINE CAUSING OBSTRUCTION. KE1380 KE1380 STATION RECOVERY (2005) KE1380 KE1380'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1380'THE DISK IS BETWEEN THE SIDEWALK AND AN ATM MACHINE IN THE GRASS KE1380'STRIP, AND ABOUT 0.5 FEET BELOW GROUND LEVEL. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1376 *********************************************************************** KE1376 DESIGNATION - INDEPENDENCE ST MARYS CATH CH KE1376 PID - KE1376 KE1376 STATE/COUNTY- MO/JACKSON KE1376 USGS QUAD - INDEPENDENCE (1990) KE1376 KE1376 *CURRENT SURVEY CONTROL KE1376 ___________________________________________________________________ KE1376* NAD 83(1997)- 39 05 49.35009(N) 094 25 00.01218(W) ADJUSTED KE1376* NAVD 88 - KE1376 ___________________________________________________________________ KE1376 LAPLACE CORR- -1.09 (seconds) DEFLEC99 KE1376 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1376 KE1376 HORZ ORDER - THIRD KE1376 KE1376.The horizontal coordinates were established by classical geodetic methods KE1376.and adjusted by the National Geodetic Survey in February 2000. KE1376 KE1376 KE1376.The Laplace correction was computed from DEFLEC99 derived deflections. KE1376 KE1376.The geoid height was determined by GEOID03. KE1376 KE1376; North East Units Scale Factor Converg. KE1376;SPC MO W - 325,225.284 857,208.280 MT 0.99994182 +0 03 09.2 KE1376;UTM 15 - 4,328,500.715 377,493.216 MT 0.99978480 -0 53 36.6 KE1376 KE1376 SUPERSEDED SURVEY CONTROL KE1376 KE1376 NAD 83(1997)- 39 05 49.35011(N) 094 25 00.01223(W) AD( ) 4 KE1376 NAD 83(1986)- 39 05 49.35436(N) 094 25 00.00803(W) AD( ) 4 KE1376 NAD 27 - 39 05 49.33647(N) 094 24 59.18318(W) AD( ) 3 KE1376 KE1376.Superseded values are not recommended for survey control. KE1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1376.See file dsdata.txt to determine how the superseded data were derived. KE1376 KE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7749328501(NAD 83) KE1376_MARKER: 90 = CHURCH SPIRE KE1376 KE1376 HISTORY - Date Condition Report By KE1376 HISTORY - 1934 FIRST OBSERVED CGS KE1376 HISTORY - 1972 GOOD NGS KE1376 HISTORY - 20010331 GOOD NGS KE1376 HISTORY - 20050723 GOOD GEOCAC KE1376 KE1376 STATION DESCRIPTION KE1376 KE1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1376'THE STATION IS THE CENTER OF A TALL, OCTAGONAL SPIRE AT THE SW KE1376'CORNER OF ST. MARYS CATHOLIC CHURCH, LOCATED ON THE SW CORNER OF KE1376'THE INTERSECTION OF W COLLEGE STREET AND N LIBERTY STREET. KE1376' KE1376'THE SPIRE IS APPROXIMATELY 100 FEET HIGH, WOODEN SHINGLED, AND IS KE1376'SURMOUNTED BY A BALL AND WOODEN CROSS. AT THE BASE OF THE SPIRE KE1376'THERE IS A SHORT PINNACLE SURMOUNTED BY A SMALL CROSS AT EACH KE1376'CORNER OF THE SQUARE RED-BRICK TOWER. THE TOWER HAS A LOUVERED, KE1376'GOTHIC ARCHED WINDOW ON EACH SIDE NEAR ITS TOP. KE1376 KE1376 STATION RECOVERY (1972) KE1376 KE1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1376'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS KE1376'ADEQUATE. KE1376' KE1376'THE SPIRE IS 130 FEET HIGH. KE1376 KE1376 STATION RECOVERY (2001) KE1376 KE1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1376'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1376 KE1376 STATION RECOVERY (2005) KE1376 KE1376'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1371 *********************************************************************** KE1371 DESIGNATION - INDEPENDENCE WAGGONER GATES TK KE1371 PID - KE1371 KE1371 STATE/COUNTY- MO/JACKSON KE1371 USGS QUAD - INDEPENDENCE (1990) KE1371 KE1371 *CURRENT SURVEY CONTROL KE1371 ___________________________________________________________________ KE1371* NAD 83(1997)- 39 05 13.53877(N) 094 25 08.14112(W) ADJUSTED KE1371* NAVD 88 - KE1371 ___________________________________________________________________ KE1371 LAPLACE CORR- -1.05 (seconds) DEFLEC99 KE1371 GEOID HEIGHT- -32.55 (meters) GEOID03 KE1371 KE1371 HORZ ORDER - THIRD KE1371 KE1371.The horizontal coordinates were established by classical geodetic methods KE1371.and adjusted by the National Geodetic Survey in February 2000. KE1371 KE1371 KE1371.The Laplace correction was computed from DEFLEC99 derived deflections. KE1371 KE1371.The geoid height was determined by GEOID03. KE1371 KE1371; North East Units Scale Factor Converg. KE1371;SPC MO W - 324,120.818 857,013.938 MT 0.99994178 +0 03 04.0 KE1371;UTM 15 - 4,327,399.781 377,280.700 MT 0.99978544 -0 53 41.1 KE1371 KE1371 SUPERSEDED SURVEY CONTROL KE1371 KE1371 NAD 83(1997)- 39 05 13.53879(N) 094 25 08.14117(W) AD( ) 4 KE1371 NAD 83(1986)- 39 05 13.54488(N) 094 25 08.13606(W) AD( ) 4 KE1371 NAD 27 - 39 05 13.52518(N) 094 25 07.31190(W) AD( ) 3 KE1371 KE1371.Superseded values are not recommended for survey control. KE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1371.See file dsdata.txt to determine how the superseded data were derived. KE1371 KE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7728127400(NAD 83) KE1371_MARKER: 51 = TANK KE1371 KE1371 HISTORY - Date Condition Report By KE1371 HISTORY - 1934 FIRST OBSERVED CGS KE1371 HISTORY - 20010331 GOOD NGS KE1371 HISTORY - 20050723 GOOD GEOCAC KE1371 KE1371 STATION DESCRIPTION KE1371 KE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1371'THIS STATION IS THE BASE OF A FLAGSTAFF ATOP THE BLACK WATER KE1371'TANK AT THE FLOUR MILL OF THE WAGGONER-GATES MILLING COMPANY. KE1371'THE TANK IS LETTERED QUEEN OF THE PANTRY IN LARGE WHITE LETTERS KE1371'ON TWO SIDES OF THE TANK. KE1371' KE1371'THE CENTER OF THE TANK IS APPROXIMATELY 60 FEET W OF THE CENTER KE1371'LINE OF S OSAGE STREET AND 120 FEET N OF THE CENTER LINE OF KE1371'PACIFIC STREET. KE1371' KE1371'THE TANK IS ABOUT 120 FEET HIGH, HAS A CONICAL TOP AND A SPHERICAL KE1371'BOTTOM. THERE IS A CAT-WALK AROUND THE BASE OF THE TANK. AT KE1371'THE TOP THERE IS A BALL WITH A FLATSTAFF ABOUT 20 FEET HIGH KE1371'PROJECTING FROM IT. KE1371 KE1371 STATION RECOVERY (2001) KE1371 KE1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1371'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1371 KE1371 STATION RECOVERY (2005) KE1371 KE1371'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1371'THE TANK IS ON THE GROUNDS OF THE NATIONAL FRONTIER TRAILS CENTER. THE KE1371'WHITE LETTERS HAVE BEEN REMOVED. THE FLAGSTAFF HAS BEEN REMOVED. A KE1371'BALL IS PRESENT ON THE TOP OF THE TANK. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1659 *********************************************************************** KE1659 DESIGNATION - JA 20 KE1659 PID - KE1659 KE1659 STATE/COUNTY- MO/JACKSON KE1659 USGS QUAD - INDEPENDENCE (1990) KE1659 KE1659 *CURRENT SURVEY CONTROL KE1659 ___________________________________________________________________ KE1659* NAD 83(1997)- 39 01 35.95107(N) 094 27 38.36194(W) ADJUSTED KE1659* NAVD 88 - 290.8 (meters) 954. (feet) VERTCON KE1659 ___________________________________________________________________ KE1659 X - -385,891.098 (meters) COMP KE1659 Y - -4,946,636.207 (meters) COMP KE1659 Z - 3,994,778.622 (meters) COMP KE1659 LAPLACE CORR- -0.71 (seconds) DEFLEC99 KE1659 ELLIP HEIGHT- 258.11 (meters) (02/17/00) GPS OBS KE1659 GEOID HEIGHT- -32.48 (meters) GEOID03 KE1659 KE1659 HORZ ORDER - FIRST KE1659 ELLP ORDER - FOURTH CLASS I KE1659 KE1659.The horizontal coordinates were established by GPS observations KE1659.and adjusted by the National Geodetic Survey in February 2000. KE1659 KE1659.The NAVD 88 height was computed by applying the VERTCON shift value to KE1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KE1659 KE1659.The X, Y, and Z were computed from the position and the ellipsoidal ht. KE1659 KE1659.The Laplace correction was computed from DEFLEC99 derived deflections. KE1659 KE1659.The ellipsoidal height was determined by GPS observations KE1659.and is referenced to NAD 83. KE1659 KE1659.The geoid height was determined by GEOID03. KE1659 KE1659; North East Units Scale Factor Converg. KE1659;SPC MO W - 317,408.865 853,406.742 MT 0.99994132 +0 01 29.2 KE1659;UTM 15 - 4,320,749.250 373,563.826 MT 0.99979684 -0 55 11.5 KE1659 KE1659! - Elev Factor x Scale Factor = Combined Factor KE1659!SPC MO W - 0.99995951 x 0.99994132 = 0.99990083 KE1659!UTM 15 - 0.99995951 x 0.99979684 = 0.99975635 KE1659 KE1659 SUPERSEDED SURVEY CONTROL KE1659 KE1659 NAD 83(1997)- 39 01 35.95109(N) 094 27 38.36196(W) AD( ) 1 KE1659 NAD 83(1986)- 39 01 35.95839(N) 094 27 38.35730(W) AD( ) 1 KE1659 NAD 83(1986)- 39 01 35.96022(N) 094 27 38.35806(W) AD( ) 1 KE1659 NGVD 29 (03/28/90) 290.7 (m) 954. (f) GPS OBS KE1659 KE1659.Superseded values are not recommended for survey control. KE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1659.See file dsdata.txt to determine how the superseded data were derived. KE1659 KE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7356420749(NAD 83) KE1659_MARKER: A = ALUMINUM MARKER KE1659_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE KE1659_SP_SET: SURROUNDED BY MASS OF CONCRETE KE1659_STAMPING: JA 20 1987 KE1659_MARK LOGO: KS-209 KE1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET KE1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KE1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KE1659+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KE1659 KE1659 HISTORY - Date Condition Report By KE1659 HISTORY - UNK MONUMENTED KE1659 HISTORY - 19881028 GOOD KS-209 KE1659 HISTORY - 20020610 GOOD INDIV KE1659 HISTORY - 20050325 GOOD GEOCAC KE1659 KE1659 STATION DESCRIPTION KE1659 KE1659'DESCRIBED BY WYANDOTTE COUNTY KANSAS 1988 KE1659'THE STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 33 TOWNSHIP KE1659'49 NORTH RANGE 32 WEST IN THE NORTH CENTRAL PART OF RAYTOWN, MISSOURI. KE1659'STATION IS ON THE NORTH RIGHT OF WAY OF 53RD STREET JUST EAST OF THE KE1659'INTERSECTION OF 53RD STREET AND MAYWOOD AVENUE TO THE SOUTH. KE1659'TO REACH STATION FROM THE INTERCHANGE OF MISSOURI HIGHWAY 350 AND 63RD KE1659'STREET PROCEED EAST ON 63RD STREET 2.0 KM (1.25 MI) TO THE KE1659'INTERSECTION OF RAYTOWN ROAD, THEN TURN LEFT AND PROCEED NORTH ON KE1659'RAYTOWN ROAD 2.09 KM (1.30 MI) TO THE INTERSECTION OF 53RD STREET, KE1659'THEN TURN RIGHT AND PROCEED EAST ON 53RD STREET .72 KM (0.45 MI). KE1659'STATION IS ON THE LEFT NEAR THE SOUTH FENCE OF BROOKING CEMETERY. KE1659'STATION IS 39.01 M (128.0 FT) WEST OF THE WEST ENTRANCE TO BROOKINGS KE1659'CEMETERY, 22.0 M (72.2 FT) NORTHEAST OF THE CENTER OF A FIRE HYDRANT KE1659'IN THE SOUTHWEST QUADRANT OF THE STREET INTERSECTION, 2.85 M (9.4 FT) KE1659'NORTH OF A CONCRETE NAIL AND SHINER WHICH IS .24 M (0.8 FT) SOUTH OF KE1659'THE NORTH EDGE OF 53RD STREET PAVEMENT, .67 M (2.2 FT) SOUTH OF THE KE1659'CEMETERY FENCE. KE1659 KE1659 STATION RECOVERY (2002) KE1659 KE1659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS) KE1659'MARK IS STAMPED WITH THE YEAR 1986 KE1659 KE1659 STATION RECOVERY (2005) KE1659 KE1659'RECOVERY NOTE BY GEOCACHING 2005 (SGK) KE1659'CONCRETE NAIL AND SHINER HAVE BEEN PAVED OVER. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JE0075 *********************************************************************** JE0075 DESIGNATION - K 41 JE0075 PID - JE0075 JE0075 STATE/COUNTY- MO/JACKSON JE0075 USGS QUAD - LEES SUMMIT (1990) JE0075 JE0075 *CURRENT SURVEY CONTROL JE0075 ___________________________________________________________________ JE0075* NAD 83(1986)- 38 59 24. (N) 094 24 45. (W) SCALED JE0075* NAVD 88 - 240.524 (meters) 789.12 (feet) ADJUSTED JE0075 ___________________________________________________________________ JE0075 GEOID HEIGHT- -32.48 (meters) GEOID03 JE0075 DYNAMIC HT - 240.365 (meters) 788.60 (feet) COMP JE0075 MODELED GRAV- 979,965.0 (mgal) NAVD 88 JE0075 JE0075 VERT ORDER - FIRST CLASS II JE0075 JE0075.The horizontal coordinates were scaled from a topographic map and have JE0075.an estimated accuracy of +/- 6 seconds. JE0075 JE0075.The orthometric height was determined by differential leveling JE0075.and adjusted by the National Geodetic Survey in June 1991. JE0075 JE0075.The geoid height was determined by GEOID03. JE0075 JE0075.The dynamic height is computed by dividing the NAVD 88 JE0075.geopotential number by the normal gravity value computed on the JE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JE0075.degrees latitude (g = 980.6199 gals.). JE0075 JE0075.The modeled gravity was interpolated from observed gravity values. JE0075 JE0075; North East Units Estimated Accuracy JE0075;SPC MO W - 313,340. 857,580. MT (+/- 180 meters Scaled) JE0075 JE0075 SUPERSEDED SURVEY CONTROL JE0075 JE0075 NGVD 29 (??/??/92) 240.444 (m) 788.86 (f) ADJ UNCH 1 2 JE0075 JE0075.Superseded values are not recommended for survey control. JE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE0075.See file dsdata.txt to determine how the superseded data were derived. JE0075 JE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD776166(NAD 83) JE0075_MARKER: DB = BENCH MARK DISK JE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0075_SP_SET: CONCRETE POST JE0075_STAMPING: K 41 1938 JE0075_MARK LOGO: USGS JE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0075+STABILITY: SURFACE MOTION JE0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JE0075+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005 JE0075 JE0075 HISTORY - Date Condition Report By JE0075 HISTORY - 1938 MONUMENTED USGS JE0075 HISTORY - 1950 GOOD NGS JE0075 HISTORY - 1960 GOOD NGS JE0075 HISTORY - 1981 GOOD NGS JE0075 HISTORY - 20050329 GOOD GEOCAC JE0075 JE0075 STATION DESCRIPTION JE0075 JE0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JE0075'AT LITTLE BLUE. JE0075'AT LITTLE BLUE, 157 FEET SOUTH OF THE CENTER LINE OF LITTLE JE0075'BLUE ROAD, 130 FEET SOUTHEAST OF A SWITCH STAND, 45 FEET EAST JE0075'OF THE EAST RAIL OF THE MISSOURI PACIFIC RAILROAD, 25.3 FEET JE0075'SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE GARAGE, 14 FEET JE0075'SOUTH OF A TELEPHONE POLE, 7 FEET WEST OF A FENCE, 1 FOOT EAST JE0075'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH JE0075'PROJECTS 0.1 FOOT ABOVE THE GROUND. JE0075 JE0075 STATION RECOVERY (1960) JE0075 JE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 JE0075'RECOVERED IN GOOD CONDITION. JE0075 JE0075 STATION RECOVERY (1981) JE0075 JE0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 JE0075'IN THE SOUTHEAST PART OF KANSAS CITY, 2 MILES NORTH OF BLUE PARKWAY, JE0075'114 MILE EAST OF NOLAND ROAD AND AT THE CROSSING OF THE MISSOURI JE0075'PACIFIC RAILROAD AND LITTLE BLUE ROAD, 157 FEET SOUTH OF THE JE0075'CENTERLINE OF LITTLE BLUE ROAD, 130 FEET SOUTHEAST OF A SWITCH STAND, JE0075'45 FEET EAST OF THE EAST RAIL, 25.3 FEET SOUTHWEST OF THE SOUTHWEST JE0075'CORNER OF A STONE GARAGE, 14 FEET SOUTH OF A TELEPHONE POLE, 5 FEET JE0075'WEST OF A CHAIN -LINK FENCE. JE0075 JE0075 STATION RECOVERY (2005) JE0075 JE0075'RECOVERY NOTE BY GEOCACHING 2005 (SGK) JE0075'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1454 *********************************************************************** KE1454 DESIGNATION - KANSAS CITY BLESSED SAC CH CUP KE1454 PID - KE1454 KE1454 STATE/COUNTY- MO/JACKSON KE1454 USGS QUAD - KANSAS CITY (1991) KE1454 KE1454 *CURRENT SURVEY CONTROL KE1454 ___________________________________________________________________ KE1454* NAD 83(1997)- 39 03 18.48522(N) 094 32 54.04965(W) ADJUSTED KE1454* NAVD 88 - KE1454 ___________________________________________________________________ KE1454 LAPLACE CORR- -1.10 (seconds) DEFLEC99 KE1454 GEOID HEIGHT- -32.46 (meters) GEOID03 KE1454 KE1454 HORZ ORDER - THIRD KE1454 KE1454.The horizontal coordinates were established by classical geodetic methods KE1454.and adjusted by the National Geodetic Survey in February 2000. KE1454 KE1454 KE1454.The Laplace correction was computed from DEFLEC99 derived deflections. KE1454 KE1454.The geoid height was determined by GEOID03. KE1454 KE1454; North East Units Scale Factor Converg. KE1454;SPC MO W - 320,570.988 845,815.361 MT 0.99994139 -0 01 49.7 KE1454;SPC KS N - 85,820.913 698,688.587 MT 0.99996265 +2 11 02.1 KE1454;UTM 15 - 4,324,035.702 366,026.625 MT 0.99982101 -0 58 32.6 KE1454 KE1454 SUPERSEDED SURVEY CONTROL KE1454 KE1454 NAD 83(1997)- 39 03 18.48523(N) 094 32 54.04966(W) AD( ) 4 KE1454 NAD 83(1986)- 39 03 18.49134(N) 094 32 54.04510(W) AD( ) 4 KE1454 NAD 27 - 39 03 18.47151(N) 094 32 53.20879(W) AD( ) 3 KE1454 KE1454.Superseded values are not recommended for survey control. KE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1454.See file dsdata.txt to determine how the superseded data were derived. KE1454 KE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6602724036(NAD 83) KE1454_MARKER: 86 = CUPOLA KE1454 KE1454 HISTORY - Date Condition Report By KE1454 HISTORY - 1934 FIRST OBSERVED CGS KE1454 HISTORY - 20010331 GOOD NGS KE1454 HISTORY - 20041203 GOOD GEOCAC KE1454 KE1454 STATION DESCRIPTION KE1454 KE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1454'THIS STATION IS THE CUPOLA ON THE BLESSED SACRAMENT CHURCH, KE1454'THIRTY-NINTH AND AGNES AVENUE, KANSAS CITY, MISSOURI. THE KE1454'CUPOLA IS ABOUT 132 FEET W OF THE CENTER LINE OF BELLEFONTAINE KE1454'AVENUE, ABOUT 45 FEET S OF THE CENTER LINE OF THIRTY-NINTH STREET KE1454'AND ABOUT 180 FEET E OF THE CENTER LINE OF AGNES AVENUE. IT WAS KE1454'ERECTED IN 1926 AND IS VERY PROMINENT. KE1454' KE1454'THE CUPOLA RESTS ON A STONE TOWER ABOUT 100 FEET HIGH. THIS KE1454'TOWER HAS TWO ARCHED GLAZED WINDOWS ON EACH SIDE ABOUT KE1454'TWO-THIRDS THE WAY UP. THE CUPOLA IS MADE OF GRAY STONE WITH KE1454'THREE ARCHED OPENINGS ON EACH SIDE. THIS SECTION IS ABOUT 25 KE1454'FEET HIGH. THE FLAT FOUR-SIDED TRIANGULAR RED ROOF HAS A KE1454'BLACK LATIN CROSS AT ITS APEX. THE TOTAL HEIGHT IS ABOUT 135 KE1454'FEET. KE1454 KE1454 STATION RECOVERY (2001) KE1454 KE1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1454'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1454 KE1454 STATION RECOVERY (2004) KE1454 KE1454'RECOVERY NOTE BY GEOCACHING 2004 (SGK) KE1454'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JE1951 *********************************************************************** JE1951 DESIGNATION - KANSAS CITY HICKMAN MILLS TANK JE1951 PID - JE1951 JE1951 STATE/COUNTY- MO/JACKSON JE1951 USGS QUAD - GRANDVIEW (1991) JE1951 JE1951 *CURRENT SURVEY CONTROL JE1951 ___________________________________________________________________ JE1951* NAD 83(1997)- 38 55 13.18416(N) 094 30 45.42856(W) ADJUSTED JE1951* NAVD 88 - JE1951 ___________________________________________________________________ JE1951 LAPLACE CORR- -1.07 (seconds) DEFLEC99 JE1951 GEOID HEIGHT- -32.36 (meters) GEOID03 JE1951 JE1951 HORZ ORDER - THIRD JE1951 JE1951.The horizontal coordinates were established by classical geodetic methods JE1951.and adjusted by the National Geodetic Survey in February 2000. JE1951 JE1951 JE1951.The Laplace correction was computed from DEFLEC99 derived deflections. JE1951 JE1951.The geoid height was determined by GEOID03. JE1951 JE1951; North East Units Scale Factor Converg. JE1951;SPC MO W - 305,605.327 848,905.697 MT 0.99994119 -0 00 28.5 JE1951;UTM 15 - 4,309,023.040 368,869.658 MT 0.99981174 -0 57 01.5 JE1951 JE1951 SUPERSEDED SURVEY CONTROL JE1951 JE1951 NAD 83(1997)- 38 55 13.18422(N) 094 30 45.42857(W) AD( ) 4 JE1951 NAD 83(1986)- 38 55 13.19071(N) 094 30 45.42538(W) AD( ) 4 JE1951 NAD 27 - 38 55 13.16462(N) 094 30 44.59330(W) AD( ) 3 JE1951 JE1951.Superseded values are not recommended for survey control. JE1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1951.See file dsdata.txt to determine how the superseded data were derived. JE1951 JE1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6887009023(NAD 83) JE1951_MARKER: 53 = ELEVATED TANK JE1951 JE1951 HISTORY - Date Condition Report By JE1951 HISTORY - 1972 FIRST OBSERVED NGS JE1951 HISTORY - 20050329 GOOD GEOCAC JE1951 JE1951 STATION DESCRIPTION JE1951 JE1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC) JE1951'THE STATION, KANSAS CITY HICKMAN MILLS SUBDIVISION WATER TANK, IS THE JE1951'CENTER OF THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS JE1951'SUPPORTED BY EIGHT ROUND LEGS. THE STRUCTURE HAS AN OVERALL HEIGHT JE1951'OF 135 FEET AND IS LOCATED IN THE HICKMAN MILLS SUBDIVISION. IT IS JE1951'0.25 MILE SOUTHWEST OF THE JUNCTION OF BLUE RIDGE BOULEVARD AND JE1951'LONGVIEW ROAD AND 0.2 MILE SOUTHEAST OF THE JUNCTION OF LONGVIEW JE1951'AND BENNINGTON AVENUE. JE1951 JE1951 STATION RECOVERY (2005) JE1951 JE1951'RECOVERY NOTE BY GEOCACHING 2005 (SGK) JE1951'TANK IS NOW WHITE AND HAS THE KANSAS CITY FOUNTAIN EMBLEM ON THE EAST JE1951'AND WEST SIDES. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1452 *********************************************************************** KE1452 DESIGNATION - KANSAS CITY LADY OF SORROW CH KE1452 PID - KE1452 KE1452 STATE/COUNTY- MO/JACKSON KE1452 USGS QUAD - KANSAS CITY (1991) KE1452 KE1452 *CURRENT SURVEY CONTROL KE1452 ___________________________________________________________________ KE1452* NAD 83(1997)- 39 04 45.80426(N) 094 34 43.17790(W) ADJUSTED KE1452* NAVD 88 - KE1452 ___________________________________________________________________ KE1452 LAPLACE CORR- -0.49 (seconds) DEFLEC99 KE1452 GEOID HEIGHT- -32.47 (meters) GEOID03 KE1452 KE1452 HORZ ORDER - THIRD KE1452 KE1452.The horizontal coordinates were established by classical geodetic methods KE1452.and adjusted by the National Geodetic Survey in February 2000. KE1452 KE1452 KE1452.The Laplace correction was computed from DEFLEC99 derived deflections. KE1452 KE1452.The geoid height was determined by GEOID03. KE1452 KE1452; North East Units Scale Factor Converg. KE1452;SPC MO W - 323,265.406 843,193.943 MT 0.99994175 -0 02 58.5 KE1452;SPC KS N - 88,412.086 695,964.964 MT 0.99996130 +2 09 53.0 KE1452;UTM 15 - 4,326,772.691 363,450.324 MT 0.99982959 -0 59 43.2 KE1452 KE1452 SUPERSEDED SURVEY CONTROL KE1452 KE1452 NAD 83(1997)- 39 04 45.80428(N) 094 34 43.17792(W) AD( ) 4 KE1452 NAD 83(1986)- 39 04 45.81078(N) 094 34 43.17338(W) AD( ) 4 KE1452 NAD 27 - 39 04 45.79206(N) 094 34 42.33267(W) AD( ) 3 KE1452 KE1452.Superseded values are not recommended for survey control. KE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1452.See file dsdata.txt to determine how the superseded data were derived. KE1452 KE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6345026773(NAD 83) KE1452_MARKER: 55 = TOWER KE1452 KE1452 HISTORY - Date Condition Report By KE1452 HISTORY - 1934 FIRST OBSERVED CGS KE1452 HISTORY - 1983 GOOD NGS KE1452 HISTORY - 20050326 GOOD GEOCAC KE1452 HISTORY - 20050716 GOOD GEOCAC KE1452 KE1452 STATION DESCRIPTION KE1452 KE1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1452'THIS STATION IS THE TOWER OF THE CHURCH OF OUR LADY OF SORROWS, AT KE1452'THE NW CORNER OF E TWENTY-SIXTH AND LOCUST STREETS, IN KANSAS CITY, KE1452'MISSOURI. THE TOWER IS ON THE SE CORNER OF THE CHURCH, ABOUT 40 KE1452'FEET N OF THE CENTER LINE OF E TWENTY-SIXTH STREET AND ABOUT 50 FEET KE1452'W OF THE CENTER LINE OF LOCUST STREET. IT WAS ERECTED IN 1922. KE1452'THE CHURCH SETS ON A HIGH KNOLL AND THE TOWER IS VERY KE1452'PROMINENT AND OUTSTANDING. KE1452' KE1452'THE BASE OF THE TOWER IS A 24-FOOT SQUARE BROWN BRICK TOWER WITH KE1452'YELLOW BRICKS SET INTO IT IN A DIAMOND PATTERN. THIS TOWER IS ABOUT KE1452'60 FEET HIGH. ABOVE THIS THERE IS A 20-FOOT SQUARE BROWN BRICK KE1452'TOWER ABOUT 30 FEET HIGH WITH THREE ARCHED WHITE CASEMENTS IN EACH KE1452'SIDE, AND AN ORNAMENTAL WHITE RAIL AT THE TOP. ON THIS SETS A KE1452'12-FOOT SQUARE BROWN BRICK TOWER ABOUT 20 FEET HIGH WITH A WHITE KE1452'ARCHED CASEMENT ON EACH SIDE AND A WHITE COLONNADE ON EACH SIDE KE1452'OF THE CASEMENT. THERE IS AN ORNAMENTAL WHITE RAIL AROUND THE KE1452'TOP OF THIS SECTION AND A WHITE URN AT EACH CORNER. ABOVE THIS KE1452'THERE IS A WHITE PEAR-SHAPED DOME, SUPPORTED BY 8 WHITE PILLARS. KE1452'THIS SECTION IS ABOUT 15 FEET HIGH. AT THE TOP OF THE DOME KE1452'THERE IS A BLACK BALL ON WHICH SETS A BLACK LATIN CROSS ABOUT 8 KE1452'FEET HIGH. THE TOTAL HEIGHT IS ABOUT 135 FEET. KE1452 KE1452 STATION RECOVERY (1983) KE1452 KE1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB) KE1452'THE STATION WAS RECOVERED AS DESCRIBED. KE1452' KE1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY. KE1452 KE1452 STATION RECOVERY (2005) KE1452 KE1452'RECOVERY NOTE BY GEOCACHING 2005 (SGK) KE1452'RECOVERED IN GOOD CONDITION. KE1452 KE1452 STATION RECOVERY (2005) KE1452 KE1452'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1452'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1459 *********************************************************************** KE1459 DESIGNATION - KANSAS CITY LIBERTY MEM MON KE1459 PID - KE1459 KE1459 STATE/COUNTY- MO/JACKSON KE1459 USGS QUAD - KANSAS CITY (1991) KE1459 KE1459 *CURRENT SURVEY CONTROL KE1459 ___________________________________________________________________ KE1459* NAD 83(1997)- 39 04 51.81717(N) 094 35 09.41014(W) ADJUSTED KE1459* NAVD 88 - KE1459 ___________________________________________________________________ KE1459 LAPLACE CORR- -0.40 (seconds) DEFLEC99 KE1459 GEOID HEIGHT- -32.47 (meters) GEOID03 KE1459 KE1459 HORZ ORDER - THIRD KE1459 KE1459.The horizontal coordinates were established by classical geodetic methods KE1459.and adjusted by the National Geodetic Survey in February 2000. KE1459 KE1459 KE1459.The Laplace correction was computed from DEFLEC99 derived deflections. KE1459 KE1459.The geoid height was determined by GEOID03. KE1459 KE1459; North East Units Scale Factor Converg. KE1459;SPC MO W - 323,451.392 842,563.637 MT 0.99994186 -0 03 15.1 KE1459;SPC KS N - 88,573.583 695,327.931 MT 0.99996121 +2 09 36.4 KE1459;UTM 15 - 4,326,969.035 362,823.245 MT 0.99983171 -0 59 59.9 KE1459 KE1459 SUPERSEDED SURVEY CONTROL KE1459 KE1459 NAD 83(1997)- 39 04 51.81718(N) 094 35 09.41016(W) AD( ) 4 KE1459 NAD 83(1986)- 39 04 51.82352(N) 094 35 09.40586(W) AD( ) 4 KE1459 NAD 27 - 39 04 51.80399(N) 094 35 08.56281(W) AD( ) 3 KE1459 KE1459.Superseded values are not recommended for survey control. KE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1459.See file dsdata.txt to determine how the superseded data were derived. KE1459 KE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6282326969(NAD 83) KE1459_MARKER: 70 = MONUMENT KE1459 KE1459 HISTORY - Date Condition Report By KE1459 HISTORY - 1934 FIRST OBSERVED CGS KE1459 HISTORY - 1946 GOOD CGS KE1459 HISTORY - 1954 GOOD CGS KE1459 HISTORY - 1972 GOOD NGS KE1459 HISTORY - 1974 GOOD NGS KE1459 HISTORY - 1980 GOOD NGS KE1459 HISTORY - 1983 GOOD NGS KE1459 HISTORY - 20010331 GOOD NGS KE1459 HISTORY - 20040220 GOOD GEOCAC KE1459 HISTORY - 20050716 GOOD GEOCAC KE1459 KE1459 STATION DESCRIPTION KE1459 KE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1459'THIS IS AN INTERSECTION STATION. THIS STATION IS THE LIBERTY KE1459'MEMORIAL IN THE NORTHERN END OF PENN VALLEY PARK, JUST ACROSS KE1459'THE PLAZA, DIRECTLY S OF THE UNION STATION, IN KANSAS CITY, KE1459'MISSOURI. IT IS ON A HIGH POINT OF GROUND OVERLOOKING THE CITY. THE KE1459'MONUMENT SETS ON A DIAS OF COBBLE STONES BETWEEN TWO KE1459'CONCRETE BUILDINGS, KNOWN AS THE MUSEUM AND THE MEMORY HALL. KE1459'IT WAS DEDICATED IN 1921 AND IS ONE OF THE MOST PROMINENT KE1459'OBJECTS IN THE CITY. KE1459' KE1459'THE SHAFT OF THE MONUMENT IS MADE OF CONCRETE BLOCK. IT KE1459'RESEMBLES IN SHAPE A HUGE CYLINDER FROM WHICH DEEP SEMI-CIRCULAR KE1459'SECTIONS HAVE BEEN CUT ON FOUR SIDES, ITS ENTIRE HEIGHT. IN THE KE1459'DEPRESSIONS AROUND CONCRETE PILLARS RISE, NEARLY TO THE TOP KE1459'OF THE SHAFT. AT THE TOP OF EACH PILLAR THERE IS A MARBLE KE1459'BUST. THE TOP OF THE MONUMENT IS A HUGE CRUCIBLE, FROM WHICH KE1459'RED FIRE SEEMS TO BURN AT NIGHT. THE SHAFT IS HOLLOW AND THE KE1459'TOP CAN BE REACHED BY ELEVATOR FROM A DOOR AT THE N SIDE OF KE1459'THE BASE. THE ENTIRE HEIGHT OF THE SHAFT IS 217 FEET AND IT KE1459'EXTENDS ABOUT 440 FEET ABOVE THE LEVEL OF THE MISSOURI KE1459'RIVER. KE1459 KE1459 STATION RECOVERY (1946) KE1459 KE1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH) KE1459'THE DESCRIPTION IS ADEQUATE. KE1459 KE1459 STATION RECOVERY (1954) KE1459 KE1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ) KE1459'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED. KE1459 KE1459 STATION RECOVERY (1972) KE1459 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1459'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS KE1459'ADEQUATE. KE1459'1934. KE1459 KE1459 STATION RECOVERY (1974) KE1459 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM) KE1459'KANSAS CITY, LIBERTY MEMORIAL MONUMENT 1934 WAS RECOVERED IN GOOD KE1459'CONDITION AND AS DESCRIBED. KE1459' KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SOUTHERN PART KE1459'OF KANSAS CITY, MISSOURI. KE1459 KE1459 STATION RECOVERY (1980) KE1459 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB) KE1459'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. KE1459' KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN KE1459'PART OF KANSAS CITY. KE1459 KE1459 STATION RECOVERY (1983) KE1459 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB) KE1459'THE STATION WAS RECOVERED AS DESCRIBED. KE1459' KE1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY. KE1459 KE1459 STATION RECOVERY (2001) KE1459 KE1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1459 KE1459 STATION RECOVERY (2004) KE1459 KE1459'RECOVERY NOTE BY GEOCACHING 2004 (SGK) KE1459'RECOVERED IN GOOD CONDITION. KE1459 KE1459 STATION RECOVERY (2005) KE1459 KE1459'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1459'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1458 *********************************************************************** KE1458 DESIGNATION - KANSAS CITY PWR AND LT TOWER KE1458 PID - KE1458 KE1458 STATE/COUNTY- MO/JACKSON KE1458 USGS QUAD - KANSAS CITY (1991) KE1458 KE1458 *CURRENT SURVEY CONTROL KE1458 ___________________________________________________________________ KE1458* NAD 83(1997)- 39 05 51.15730(N) 094 35 04.94678(W) ADJUSTED KE1458* NAVD 88 - KE1458 ___________________________________________________________________ KE1458 LAPLACE CORR- -0.39 (seconds) DEFLEC99 KE1458 GEOID HEIGHT- -32.48 (meters) GEOID03 KE1458 KE1458 HORZ ORDER - THIRD KE1458 KE1458.The horizontal coordinates were established by classical geodetic methods KE1458.and adjusted by the National Geodetic Survey in February 2000. KE1458 KE1458 KE1458.The Laplace correction was computed from DEFLEC99 derived deflections. KE1458 KE1458.The geoid height was determined by GEOID03. KE1458 KE1458; North East Units Scale Factor Converg. KE1458;SPC MO W - 325,281.122 842,672.616 MT 0.99994184 -0 03 12.3 KE1458;SPC KS N - 90,406.192 695,366.132 MT 0.99996041 +2 09 39.3 KE1458;UTM 15 - 4,328,796.514 362,962.400 MT 0.99983123 -0 59 58.3 KE1458 KE1458 SUPERSEDED SURVEY CONTROL KE1458 KE1458 NAD 83(1997)- 39 05 51.15730(N) 094 35 04.94681(W) AD( ) 4 KE1458 NAD 83(1986)- 39 05 51.16364(N) 094 35 04.94231(W) AD( ) 4 KE1458 NAD 27 - 39 05 51.14549(N) 094 35 04.10071(W) AD( ) 3 KE1458 KE1458.Superseded values are not recommended for survey control. KE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1458.See file dsdata.txt to determine how the superseded data were derived. KE1458 KE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6296228797(NAD 83) KE1458_MARKER: 55 = TOWER KE1458 KE1458 HISTORY - Date Condition Report By KE1458 HISTORY - 1934 FIRST OBSERVED CGS KE1458 HISTORY - 1946 GOOD CGS KE1458 HISTORY - 1957 GOOD CGS KE1458 HISTORY - 1963 GOOD CGS KE1458 HISTORY - 1964 GOOD CGS KE1458 HISTORY - 1976 GOOD NGS KE1458 HISTORY - 1983 GOOD NGS KE1458 HISTORY - 20040220 GOOD GEOCAC KE1458 KE1458 STATION DESCRIPTION KE1458 KE1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) KE1458'THIS IS AN INTERSECTION STATION. THIS STATION IS THE TOWER ON THE KE1458'KANSAS CITY POWER AND LIGHT COMPANY, AT FOURTEENTH STREET AND KE1458'BALTIMORE, IN KANSAS CITY, MISSOURI. THE TOWER IS ON A GRAY KE1458'CONCRETE AND STONE BUILDING AT THE NW CORNER. THE BUILDING WAS KE1458'ERECTED IN 1931. IT IS ONE OF THE MOST PROMINENT OBJECTS IN KE1458'KANSAS CITY. KE1458' KE1458'THE BUILDING UP TO THE TOWER IS 409 FEET HIGH. THE TOWER IS A SQUARE KE1458'STRUCTURE WITH ORNAMENTAL GLASS WINDOWS IN EACH SIDE. THE ROOF OF KE1458'THE TOWER IS A FACETED GLASS DOME WHICH IS LIGHTED AT NIGHT BY KE1458'VARI-COLORED LIGHTS. THE TOWER IS ABOUT 80 FEET HIGH AND THE KE1458'TOTAL ELEVATION IS ABOUT 490 FEET. KE1458 KE1458 STATION RECOVERY (1946) KE1458 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH) KE1458'THE DESCRIPTION IS ADEQUATE. KE1458 KE1458 STATION RECOVERY (1957) KE1458 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW) KE1458'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PREVIOUS KE1458'DESCRIPTION IS ADEQUATE FOR RECOVERY. KE1458 KE1458 STATION RECOVERY (1963) KE1458 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT) KE1458'THE STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN THE KE1458'ORIGINAL DESCRIPTION. KE1458 KE1458 STATION RECOVERY (1964) KE1458 KE1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR) KE1458'RECOVERED AS DESCRIBED IN GOOD CONDITION. KE1458 KE1458 STATION RECOVERY (1976) KE1458 KE1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD) KE1458'QUAD 390943 STATION 1032. KE1458'RECOVERED AS DESCRIBED. KE1458' KE1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KANSAS CITY. KE1458 KE1458 STATION RECOVERY (1983) KE1458 KE1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB) KE1458'THE STATION WAS RECOVERED AS DESCRIBED. KE1458' KE1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY. KE1458 KE1458 STATION RECOVERY (2004) KE1458 KE1458'RECOVERY NOTE BY GEOCACHING 2004 (SGK) KE1458'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1486 *********************************************************************** KE1486 DESIGNATION - KANSAS CITY TV STA KCMO MAST KE1486 PID - KE1486 KE1486 STATE/COUNTY- MO/JACKSON KE1486 USGS QUAD - KANSAS CITY (1991) KE1486 KE1486 *CURRENT SURVEY CONTROL KE1486 ___________________________________________________________________ KE1486* NAD 83(1997)- 39 04 14.40669(N) 094 34 57.50374(W) ADJUSTED KE1486* NAVD 88 - KE1486 ___________________________________________________________________ KE1486 LAPLACE CORR- -0.57 (seconds) DEFLEC99 KE1486 GEOID HEIGHT- -32.46 (meters) GEOID03 KE1486 KE1486 HORZ ORDER - THIRD KE1486 KE1486.The horizontal coordinates were established by classical geodetic methods KE1486.and adjusted by the National Geodetic Survey in February 2000. KE1486 KE1486 KE1486.The Laplace correction was computed from DEFLEC99 derived deflections. KE1486 KE1486.The geoid height was determined by GEOID03. KE1486 KE1486; North East Units Scale Factor Converg. KE1486;SPC MO W - 322,297.529 842,848.747 MT 0.99994181 -0 03 07.5 KE1486;UTM 15 - 4,325,810.751 363,089.242 MT 0.99983081 -0 59 51.6 KE1486 KE1486 SUPERSEDED SURVEY CONTROL KE1486 KE1486 NAD 83(1997)- 39 04 14.40669(N) 094 34 57.50375(W) AD( ) 4 KE1486 NAD 83(1986)- 39 04 14.41305(N) 094 34 57.49945(W) AD( ) 4 KE1486 NAD 27 - 39 04 14.39432(N) 094 34 56.65762(W) AD( ) 3 KE1486 KE1486.Superseded values are not recommended for survey control. KE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1486.See file dsdata.txt to determine how the superseded data were derived. KE1486 KE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6308925811(NAD 83) KE1486_MARKER: 42 = RADIO/TV MAST KE1486 KE1486 HISTORY - Date Condition Report By KE1486 HISTORY - 1972 FIRST OBSERVED NGS KE1486 HISTORY - 1974 GOOD NGS KE1486 HISTORY - 1980 GOOD NGS KE1486 HISTORY - 1983 GOOD NGS KE1486 HISTORY - 20010331 GOOD NGS KE1486 HISTORY - 20050716 GOOD GEOCAC KE1486 KE1486 STATION DESCRIPTION KE1486 KE1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC) KE1486'THE STATION, KANSAS CITY TELEVISION STATION MAST KCMO, IS THE TOP KE1486'CENTER OF A FOUR LEGGED, SELF SUPPORTING TOWER THAT IS PAINTED KE1486'ALTERNATELY RED AND WHITE. THE STRUCTURE HAS AN OVERALL HEIGHT KE1486'OF 1044 FEET AND IS LOCATED ON THE EAST SIDE OF THE BROADCAST KE1486'BUILDING AT 125 EAST 31ST STREET KANSAS CITY, MISSOURI. KE1486 KE1486 STATION RECOVERY (1974) KE1486 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM) KE1486'THE STATION WAS RECOVERED AS DESCRIBED IN 1972. THE NAME WAS KE1486'ALTERED TO COMPLY WITH CIRCULAR LETTER DATED JUNE 11, 1973. KE1486' KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHER KE1486'PART OF KANSAS CITY. KE1486 KE1486 STATION RECOVERY (1980) KE1486 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB) KE1486'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE KE1486'EXCEPTION THAT THE STATION CALL SIGN IS NOW KCPT CH 19. KE1486' KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHERN KE1486'PART OF KANSAS CITY. KE1486 KE1486 STATION RECOVERY (1983) KE1486 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB) KE1486'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT KE1486'THE STATION CALL SIGN IS NOW KCPT CH 19. KE1486' KE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--KANSAS CITY. KE1486 KE1486 STATION RECOVERY (2001) KE1486 KE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE1486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE1486 KE1486 STATION RECOVERY (2005) KE1486 KE1486'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JE1874 *********************************************************************** JE1874 DESIGNATION - LEES SUMMIT UNITY SCHOOL TOWER JE1874 PID - JE1874 JE1874 STATE/COUNTY- MO/JACKSON JE1874 USGS QUAD - LEES SUMMIT (1990) JE1874 JE1874 *CURRENT SURVEY CONTROL JE1874 ___________________________________________________________________ JE1874* NAD 83(1997)- 38 56 50.77579(N) 094 24 27.00839(W) ADJUSTED JE1874* NAVD 88 - JE1874 ___________________________________________________________________ JE1874 LAPLACE CORR- -0.84 (seconds) DEFLEC99 JE1874 GEOID HEIGHT- -32.45 (meters) GEOID03 JE1874 JE1874 HORZ ORDER - THIRD JE1874 JE1874.The horizontal coordinates were established by classical geodetic methods JE1874.and adjusted by the National Geodetic Survey in February 2000. JE1874 JE1874 JE1874.The Laplace correction was computed from DEFLEC99 derived deflections. JE1874 JE1874.The geoid height was determined by GEOID03. JE1874 JE1874; North East Units Scale Factor Converg. JE1874;SPC MO W - 308,618.603 858,018.195 MT 0.99994197 +0 03 29.3 JE1874;UTM 15 - 4,311,885.564 378,029.181 MT 0.99978319 -0 53 05.6 JE1874 JE1874 SUPERSEDED SURVEY CONTROL JE1874 JE1874 NAD 83(1997)- 38 56 50.77597(N) 094 24 27.00845(W) AD( ) 4 JE1874 NAD 83(1986)- 38 56 50.78320(N) 094 24 27.00451(W) AD( ) 4 JE1874 NAD 27 - 38 56 50.75279(N) 094 24 26.17945(W) AD( ) 3 JE1874 JE1874.Superseded values are not recommended for survey control. JE1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE1874.See file dsdata.txt to determine how the superseded data were derived. JE1874 JE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7802911886(NAD 83) JE1874_MARKER: 55 = TOWER JE1874 JE1874 HISTORY - Date Condition Report By JE1874 HISTORY - 1949 FIRST OBSERVED CGS JE1874 HISTORY - 1954 GOOD CGS JE1874 HISTORY - 1972 GOOD NGS JE1874 HISTORY - 20041218 GOOD GEOCAC JE1874 JE1874 STATION DESCRIPTION JE1874 JE1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RLE) JE1874'LOCATED ON THE GROUNDS OF THE UNITY SCHOOL OF CHRISTIANITY JE1874'FARM ABOUT 2.2 MILES NORTHWEST OF LEES SUMMIT AND ABOUT 300.0 JE1874'FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY NO. 50. JE1874' JE1874'IT IS A STONE TOWER WITH AN OVER-ALL HEIGHT OF 175.0 FEET JE1874'TO THE APEX OF THE ROOF. THE POINT OBSERVED UPON WAS THE JE1874'POINT AT THE PEAK OF THE ROOF. JE1874 JE1874 STATION RECOVERY (1954) JE1874 JE1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ) JE1874'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED. JE1874 JE1874 STATION RECOVERY (1972) JE1874 JE1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC) JE1874'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION JE1874'IS ADEQUATE. JE1874' JE1874'NOTE--THE STATION IS LISTED AS LEES SUMMIT UNITY SCHOOL OF JE1874'CHRISTIANITY TWR 1949. JE1874 JE1874 STATION RECOVERY (2004) JE1874 JE1874'RECOVERY NOTE BY GEOCACHING 2004 (SGK) JE1874'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE0318 *********************************************************************** KE0318 DESIGNATION - TT 7 BO KE0318 PID - KE0318 KE0318 STATE/COUNTY- MO/JACKSON KE0318 USGS QUAD - KANSAS CITY (1991) KE0318 KE0318 *CURRENT SURVEY CONTROL KE0318 ___________________________________________________________________ KE0318* NAD 83(1986)- 39 04 08. (N) 094 31 50. (W) SCALED KE0318* NAVD 88 - 288.073 (meters) 945.12 (feet) ADJUSTED KE0318 ___________________________________________________________________ KE0318 GEOID HEIGHT- -32.48 (meters) GEOID03 KE0318 DYNAMIC HT - 287.888 (meters) 944.51 (feet) COMP KE0318 MODELED GRAV- 979,977.1 (mgal) NAVD 88 KE0318 KE0318 VERT ORDER - FIRST CLASS II KE0318 KE0318.The horizontal coordinates were scaled from a topographic map and have KE0318.an estimated accuracy of +/- 6 seconds. KE0318 KE0318.The orthometric height was determined by differential leveling KE0318.and adjusted by the National Geodetic Survey in June 1991. KE0318 KE0318.The geoid height was determined by GEOID03. KE0318 KE0318.The dynamic height is computed by dividing the NAVD 88 KE0318.geopotential number by the normal gravity value computed on the KE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KE0318.degrees latitude (g = 980.6199 gals.). KE0318 KE0318.The modeled gravity was interpolated from observed gravity values. KE0318 KE0318; North East Units Estimated Accuracy KE0318;SPC MO W - 322,100. 847,360. MT (+/- 180 meters Scaled) KE0318 KE0318 SUPERSEDED SURVEY CONTROL KE0318 KE0318 NGVD 29 (??/??/92) 287.993 (m) 944.86 (f) ADJ UNCH 1 2 KE0318 KE0318.Superseded values are not recommended for survey control. KE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE0318.See file dsdata.txt to determine how the superseded data were derived. KE0318 KE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD675255(NAD 83) KE0318_MARKER: DB = BENCH MARK DISK KE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KE0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT KE0318_STAMPING: TT 7 BO KE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KE0318+STABILITY: SURFACE MOTION KE0318 KE0318 HISTORY - Date Condition Report By KE0318 HISTORY - UNK MONUMENTED CGS KE0318 HISTORY - 1966 GOOD NGS KE0318 HISTORY - 20010331 GOOD NGS KE0318 HISTORY - 20050716 GOOD GEOCAC KE0318 KE0318 STATION DESCRIPTION KE0318 KE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 KE0318'AT KANSAS CITY. KE0318'AT KANSAS CITY, IN THE EASTERN PART OF THE CITY, IN THE NORTHEAST KE0318'CORNER OF THE INTERSECTION OF 31ST AND CYPRESS STREETS, AT THE KE0318'NORTHWEST CORNER OF THE MILTON MOORE SCHOOL, 40 FEET SOUTH OF KE0318'THE CENTER LINE OF 31ST STREET, 26 FEET EAST OF THE CENTER LINE KE0318'OF CYPRESS STREET, 3 FEET SOUTH OF THE EAST EDGE OF A SIDEWALK, KE0318'3 FEET EAST OF THE NORTH EDGE OF A SIDEWALK, IN THE CENTER OF KE0318'AN EVERGREEN BUSH, ABOUT LEVEL WITH THE STREET, AND SET IN THE KE0318'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND. KE0318 KE0318 STATION RECOVERY (2001) KE0318 KE0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) KE0318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. KE0318 KE0318 STATION RECOVERY (2005) KE0318 KE0318'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE0318'THE STATION IS IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 31ST AND KE0318'CYPRESS STREETS. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1116 *********************************************************************** KE1116 DESIGNATION - U 328 KE1116 PID - KE1116 KE1116 STATE/COUNTY- MO/JACKSON KE1116 USGS QUAD - INDEPENDENCE (1990) KE1116 KE1116 *CURRENT SURVEY CONTROL KE1116 ___________________________________________________________________ KE1116* NAD 83(1986)- 39 06 26. (N) 094 23 32. (W) SCALED KE1116* NAVD 88 - 307.276 (meters) 1008.12 (feet) ADJUSTED KE1116 ___________________________________________________________________ KE1116 GEOID HEIGHT- -32.58 (meters) GEOID03 KE1116 DYNAMIC HT - 307.076 (meters) 1007.47 (feet) COMP KE1116 MODELED GRAV- 979,967.0 (mgal) NAVD 88 KE1116 KE1116 VERT ORDER - FIRST CLASS II KE1116 KE1116.The horizontal coordinates were scaled from a topographic map and have KE1116.an estimated accuracy of +/- 6 seconds. KE1116 KE1116.The orthometric height was determined by differential leveling KE1116.and adjusted by the National Geodetic Survey in June 1991. KE1116 KE1116.The geoid height was determined by GEOID03. KE1116 KE1116.The dynamic height is computed by dividing the NAVD 88 KE1116.geopotential number by the normal gravity value computed on the KE1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KE1116.degrees latitude (g = 980.6199 gals.). KE1116 KE1116.The modeled gravity was interpolated from observed gravity values. KE1116 KE1116; North East Units Estimated Accuracy KE1116;SPC MO W - 326,360. 859,320. MT (+/- 180 meters Scaled) KE1116 KE1116 SUPERSEDED SURVEY CONTROL KE1116 KE1116.No superseded survey control is available for this station. KE1116 KE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD796295(NAD 83) KE1116_MARKER: I = METAL ROD KE1116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KE1116_SP_SET: STAINLESS STEEL ROD KE1116_STAMPING: U 328 1986 KE1116_MARK LOGO: NGS KE1116_PROJECTION: FLUSH KE1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KE1116+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005 KE1116_ROD/PIPE-DEPTH: 5.8 meters KE1116 KE1116 HISTORY - Date Condition Report By KE1116 HISTORY - 1986 MONUMENTED NGS KE1116 HISTORY - 20050723 GOOD GEOCAC KE1116 KE1116 STATION DESCRIPTION KE1116 KE1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KE1116'IN INDEPENDENCE. KE1116'IN INDEPENDENCE, AT THE INTERSECTION OF U.S. HIGHWAY 24 AND SALISBURY KE1116'ROAD, NEAR THE SOUTHWEST CORNER OF HEDRICKS CEMETERY, 36.8 M (120.7 KE1116'FT) SOUTH OF THE ROAD CENTER, 12.6 M (41.3 FT) WEST OF THE ANDREW E. KE1116'HEDRICKS HEADSTONE, 9.3 M (30.5 FT) EAST OF THE CENTERLINE OF THE EAST KE1116'BOUND HIGHWAY LANES, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE. KE1116'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. KE1116'THE MARK IS 0.4 M BELOW THE HIGHWAY. KE1116 KE1116 STATION RECOVERY (2005) KE1116 KE1116'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1116'HANDHELD GPS COORDINATES N39 06 26.0 W94 23 31.3. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KE1114 *********************************************************************** KE1114 FBN - This is a Federal Base Network Control Station. KE1114 DESIGNATION - W 328 KE1114 PID - KE1114 KE1114 STATE/COUNTY- MO/JACKSON KE1114 USGS QUAD - INDEPENDENCE (1990) KE1114 KE1114 *CURRENT SURVEY CONTROL KE1114 ___________________________________________________________________ KE1114* NAD 83(1997)- 39 06 04.81201(N) 094 24 42.31977(W) ADJUSTED KE1114* NAVD 88 - 311.238 (meters) 1021.12 (feet) ADJUSTED KE1114 ___________________________________________________________________ KE1114 X - -381,268.407 (meters) COMP KE1114 Y - -4,941,769.956 (meters) COMP KE1114 Z - 4,001,229.427 (meters) COMP KE1114 LAPLACE CORR- -1.12 (seconds) DEFLEC99 KE1114 ELLIP HEIGHT- 278.66 (meters) (02/11/04) GPS OBS KE1114 GEOID HEIGHT- -32.56 (meters) GEOID03 KE1114 DYNAMIC HT - 311.035 (meters) 1020.45 (feet) COMP KE1114 MODELED GRAV- 979,965.6 (mgal) NAVD 88 KE1114 KE1114 HORZ ORDER - B KE1114 VERT ORDER - FIRST CLASS II KE1114 ELLP ORDER - FOURTH CLASS I KE1114 KE1114.The horizontal coordinates were established by GPS observations KE1114.and adjusted by the National Geodetic Survey in December 1997. KE1114 KE1114.The orthometric height was determined by differential leveling KE1114.and adjusted by the National Geodetic Survey in June 1991. KE1114 KE1114.The X, Y, and Z were computed from the position and the ellipsoidal ht. KE1114 KE1114.The Laplace correction was computed from DEFLEC99 derived deflections. KE1114 KE1114.The ellipsoidal height was determined by GPS observations KE1114.and is referenced to NAD 83. KE1114 KE1114.The geoid height was determined by GEOID03. KE1114 KE1114.The dynamic height is computed by dividing the NAVD 88 KE1114.geopotential number by the normal gravity value computed on the KE1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KE1114.degrees latitude (g = 980.6199 gals.). KE1114 KE1114.The modeled gravity was interpolated from observed gravity values. KE1114 KE1114; North East Units Scale Factor Converg. KE1114;SPC MO W - 325,702.474 857,632.940 MT 0.99994189 +0 03 20.4 KE1114;UTM 15 - 4,328,970.754 377,925.629 MT 0.99978349 -0 53 25.8 KE1114 KE1114! - Elev Factor x Scale Factor = Combined Factor KE1114!SPC MO W - 0.99995628 x 0.99994189 = 0.99989817 KE1114!UTM 15 - 0.99995628 x 0.99978349 = 0.99973978 KE1114 KE1114 SUPERSEDED SURVEY CONTROL KE1114 KE1114 ELLIP H (12/22/97) 278.67 (m) GP( ) 4 1 KE1114 NAVD 88 (12/22/97) 311.24 (m) 1021.1 (f) LEVELING 3 KE1114 KE1114.Superseded values are not recommended for survey control. KE1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KE1114.See file dsdata.txt to determine how the superseded data were derived. KE1114 KE1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD7792628971(NAD 83) KE1114_MARKER: I = METAL ROD KE1114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KE1114_SP_SET: STAINLESS STEEL ROD KE1114_STAMPING: W 328 1986 KE1114_MARK LOGO: NGS KE1114_PROJECTION: FLUSH KE1114_MAGNETIC: N = NO MAGNETIC MATERIAL KE1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KE1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KE1114+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005 KE1114_ROD/PIPE-DEPTH: 5.80 meters KE1114 KE1114 HISTORY - Date Condition Report By KE1114 HISTORY - 1986 MONUMENTED NGS KE1114 HISTORY - 19970211 GOOD NGS KE1114 HISTORY - 19970528 GOOD NGS KE1114 HISTORY - 19990728 GOOD NGS KE1114 HISTORY - 20010322 GOOD SKW KE1114 HISTORY - 20030724 GOOD MODNR KE1114 HISTORY - 20030804 GOOD MODNR KE1114 HISTORY - 20050723 GOOD GEOCAC KE1114 KE1114 STATION DESCRIPTION KE1114 KE1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KE1114'IN INDEPENDENCE. KE1114'IN INDEPENDENCE, AT THE INTERSECTION OF U.S. HIGHWAY 24 AND NOLAND KE1114'ROAD, 90.5 M (296.9 FT) EAST OF THE ROAD CENTER, 9.7 M (31.8 FT) NORTH KE1114'OF THE CENTERLINE OF THE WEST BOUND HIGHWAY LANES, 5.4 M (17.7 FT) KE1114'NORTH OF A STREET LIGHT POLE, AND 1.1 M (3.6 FT) EAST OF A FENCE KE1114'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. KE1114'THE MARK IS 0.3 METERS S FROM A WITNESS POST AND FENCE KE1114'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. KE1114 KE1114 STATION RECOVERY (1997) KE1114 KE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) KE1114'THE STATION IS LOCATED IN INDEPENDENCE, MO., JUST EAST OF THE KE1114'INTERSECTION OF U.S. HIGHWAY 24 AND NOLAND ROAD, ALONG THE NORTH SIDE KE1114'OF HIGHWAY 24, JUST NORTHWEST OF A UTILITY POLE WITH A HIGHWAY 24 KE1114'SIGN. OWNERSHIP--STATE OF MISSOURI. TO REACH THE STATION FROM THE KE1114'JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 291 NEAR THE KE1114'NORTH-NORTHEAST SIDE OF INDEPENDENCE, GO WESTERLY, 3.2 KM (2.00 MI) KE1114'ALONG HIGHWAY 24 TO THE STATION ON THE RIGHT, BEFORE THE INTERSECTION KE1114'AND NORTHWEST OF THE UTILITY POLE. STATION IS 90.5 M (296.9 FT) EAST KE1114'OF THE ROAD CENTER, 18.3 M (60.0 FT) SOUTH OF A SOUTHEAST CHAINLINK KE1114'FENCE CORNER, 9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY KE1114'24 WEST BOUND LANES, 3.7 M (12.1 FT) NORTHWEST OF A UTILITY POLE WITH KE1114'HIGHWAY SIGN (WEST 24) , 1.3 M (4.3 FT) EAST OF THE NORTH 1 OF 2 LEGS KE1114'OF AN INFORMATION SIGN, AND THE STATION IS ABOUT LEVEL WITH THE KE1114'HIGHWAY AND FLUSH WITH THE GROUND SURFACE. BY R.G. HAYES. NOTE--THE KE1114'DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL KE1114'DATUM POINT CRIMPED TO A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 5.8 KE1114'M, (19.0 FT) ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, SURROUNDED BY KE1114'CONCRETE. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. KE1114 KE1114 STATION RECOVERY (1997) KE1114 KE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) KE1114'THE STATION IS LOCATED IN INDEPENDENCE, JUST EAST OF THE INTERSECTION KE1114'OF U.S. HIGHWAY 24 AND NOLAND ROAD, ON THE NORTH SIDE OF HIGHWAY 24. KE1114'OWNERSHIP--STATE OF MISSOURI. TO REACH THE STATION FROM THE JUNCTION KE1114'OF U.S. HIGHWAY 24 AND STATE HIGHWAY 291 NEAR THE NORTH-NORTHEAST SIDE KE1114'OF INDEPENDENCE, GO WESTERLY FOR 3.2 KM (2.00 MI) ON HIGHWAY 24 TO THE KE1114'STATION ON THE RIGHT, JUST BEFORE REACHING THE INTERSECTION OF NOLAND KE1114'ROAD. LOCATED 90.5 M (296.9 FT) EAST OF THE CENTER OF NOLAND ROAD, KE1114'18.3 M (60.0 FT) SOUTH OF THE SOUTHEAST CHAIN LINK FENCE CORNER POST, KE1114'9.7 M (31.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY 24 WESTBOUND KE1114'LANES, 3.7 M (12.1 FT) NORTHWEST OF A UTILITY POLE WITH HIGHWAY SIGN KE1114'(WEST 24), 1.3 M (4.3 FT) EAST OF THE NORTHERN OF 2 LEGS OF AN KE1114'INFORMATION SIGN, ABOUT LEVEL WITH THE HIGHWAY AND FLUSH WITH GROUND. KE1114'NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS KE1114'STEEL ROD CAP CRIMPED TO A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF KE1114'5.8 M, (19.0 FT) ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP, KE1114'SURROUNDED BY CONCRETE. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH KE1114'LOGO CAP. KE1114 KE1114 STATION RECOVERY (1999) KE1114 KE1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL) KE1114'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. 3.7 M (12.1 FT) KE1114'NORTHWEST OF A FIBERGLASS WITNESS POST. KE1114 KE1114 STATION RECOVERY (2001) KE1114 KE1114'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC) KE1114'RECOVERED IN GOOD CONDITION. KE1114 KE1114 STATION RECOVERY (2003) KE1114 KE1114'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (DW) KE1114'RECON BY MODNR AS DESCRIBED. OCCUPIED BY KANSAS CITY DEPARTMENT OF KE1114'PUBLIC WORKS FOR FBN PROJECT. KE1114 KE1114 STATION RECOVERY (2003) KE1114 KE1114'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC) KE1114'RECOVERED IN GOOD CONDITION. KE1114 KE1114 STATION RECOVERY (2005) KE1114 KE1114'RECOVERY NOTE BY GEOCACHING 2005 (RCF) KE1114'THE DESCRIPTION SHOULD BE MODIFIED TO REMOVE THE CHAIN LINK FENCE KE1114'CORNER POST AND THE 2 LEGS OF AN INFORMATION SIGN.