1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8711 *********************************************************************** DF8711 DESIGNATION - D 81 RESET DF8711 PID - DF8711 DF8711 STATE/COUNTY- MO/NODAWAY DF8711 USGS QUAD - HOPKINS (1980) DF8711 DF8711 *CURRENT SURVEY CONTROL DF8711 ___________________________________________________________________ DF8711* NAD 83(1986)- 40 33 12. (N) 094 48 58. (W) SCALED DF8711* NAVD 88 - 318.03 (meters) 1043.4 (feet) RESET DF8711 ___________________________________________________________________ DF8711 GEOID HEIGHT- -31.23 (meters) GEOID99 DF8711 DF8711 VERT ORDER - THIRD DF8711 DF8711.The horizontal coordinates were scaled from a topographic map and have DF8711.an estimated accuracy of +/- 6 seconds. DF8711 DF8711.The orthometric height was computed from unverified reset data. DF8711.No vertical observational check was made to the station. DF8711 DF8711.The geoid height was determined by GEOID99. DF8711 DF8711; North East Units Estimated Accuracy DF8711;SPC MO W - 486,950. 823,230. MT (+/- 180 meters Scaled) DF8711 DF8711 SUPERSEDED SURVEY CONTROL DF8711 DF8711.No superseded survey control is available for this station. DF8711 DF8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE462907(NAD 83) DF8711_MARKER: DV = VERTICAL CONTROL DISK DF8711_SETTING: 31 = MANHOLE BASE DF8711_STAMPING: D 81 RESET DF8711_MARK LOGO: NGS DF8711_MAGNETIC: N = NO MAGNETIC MATERIAL DF8711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF8711 DF8711 HISTORY - Date Condition Report By DF8711 HISTORY - 1998 MONUMENTED MODNR DF8711 DF8711 STATION DESCRIPTION DF8711 DF8711'DESCRIBED BY MO DEPT OF NAT RES 1998 DF8711'THE MARK IS AT THE INTERSECTION OF NORTH 5TH STREET AND EAST CRAIG DF8711'STREET IN HOPKINS, MISSOURI. THE MARK IS LOCATED IN THE NORTHEAST DF8711'CORNER ON THE INTERSECTION OF NORTH 5TH STREET AND EAST CRAIG STREET, DF8711'IN THE TOWN OF HOPKINS. IT IS 36.0 FEET (11.0 M) EAST OF THE CENTER DF8711'OF NORTH 5TH STREET, 25.0 FEET (7.6 M) NORTH OF THE CENTER OF EAST DF8711'CRAIG STREET. THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN A DF8711'DRILL HOLE IN A LARGE CONCRETE BOX WITH A MAN HOLE COVER IN THE DF8711'CENTER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF1285 *********************************************************************** LF1285 DESIGNATION - FARRENS LF1285 PID - LF1285 LF1285 STATE/COUNTY- MO/NODAWAY LF1285 USGS QUAD - MARYVILLE EAST (1985) LF1285 LF1285 *CURRENT SURVEY CONTROL LF1285 ___________________________________________________________________ LF1285* NAD 83(1997)- 40 21 02.66235(N) 094 47 35.58161(W) ADJUSTED LF1285* NAVD 88 - 350. (meters) 1148. (feet) SCALED LF1285 ___________________________________________________________________ LF1285 LAPLACE CORR- -1.64 (seconds) DEFLEC99 LF1285 GEOID HEIGHT- -31.44 (meters) GEOID99 LF1285 LF1285 HORZ ORDER - FIRST LF1285 LF1285.The horizontal coordinates were established by classical geodetic methods LF1285.and adjusted by the National Geodetic Survey in February 2000. LF1285 LF1285.The orthometric height was scaled from a topographic map. LF1285 LF1285.The Laplace correction was computed from DEFLEC99 derived deflections. LF1285 LF1285.The geoid height was determined by GEOID99. LF1285 LF1285; North East Units Scale Converg. LF1285;SPC MO W - 464,452.302 825,091.086 MT 0.99994881 -0 11 23.5 LF1285;UTM 15 - 4,468,230.305 347,713.485 MT 0.99988548 -1 09 40.6 LF1285 LF1285: Primary Azimuth Mark Grid Az LF1285:SPC MO W - FARRENS AZ MK 000 29 49.5 LF1285:UTM 15 - FARRENS AZ MK 001 28 06.6 LF1285 LF1285|---------------------------------------------------------------------| LF1285| PID Reference Object Distance Geod. Az | LF1285| dddmmss.s | LF1285| CL6516 FARRENS AZ MK 0001826.0 | LF1285| LF1269 CLYDE BENEDICTINE CONVENT TANK APPROX.15.0 KM 1341139.5 | LF1285| CL6517 FARRENS RM 1 35.631 METERS 21149 | LF1285| LF1286 MARYVILLE ST MARYS CH CUPOLA APPROX. 6.2 KM 2613927.4 | LF1285| LF1287 MARYVILLE NODAWAY CO CTHSE TWR APPROX. 6.7 KM 2674629.8 | LF1285| LF1290 MARYVILLE NW MO STC STACK APPROX. 7.6 KM 2722626.0 | LF1285| LF1288 MARYVILLE MUNICIPAL TANK APPROX. 7.0 KM 2723956.0 | LF1285| LF1289 MARYVILLE NODAWAY MILK PRO STK APPROX. 7.3 KM 2733520.3 | LF1285| CL6518 FARRENS RM 2 31.635 METERS 32930 | LF1285|---------------------------------------------------------------------| LF1285 LF1285 SUPERSEDED SURVEY CONTROL LF1285 LF1285 NAD 83(1997)- 40 21 02.66219(N) 094 47 35.58174(W) AD( ) 1 LF1285 NAD 83(1997)- 40 21 02.66082(N) 094 47 35.58795(W) AD( ) 1 LF1285 NAD 83(1986)- 40 21 02.66102(N) 094 47 35.58586(W) AD( ) 1 LF1285 NAD 27 - 40 21 02.69800(N) 094 47 34.69800(W) AD( ) 1 LF1285 LF1285.Superseded values are not recommended for survey control. LF1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LF1285.See file dsdata.txt to determine how the superseded data were derived. LF1285 LF1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE4771368230(NAD 83) LF1285_MARKER: DS = TRIANGULATION STATION DISK LF1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1285_STAMPING: FARRENS 1934 LF1285_MARK LOGO: CGS LF1285_MAGNETIC: N = NO MAGNETIC MATERIAL LF1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1285+STABILITY: SURFACE MOTION LF1285 LF1285 HISTORY - Date Condition Report By LF1285 HISTORY - 1934 MONUMENTED CGS LF1285 HISTORY - 19831115 GOOD NGS LF1285 HISTORY - 19990630 GOOD MOHC LF1285 LF1285 STATION DESCRIPTION LF1285 LF1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS) LF1285'STATION IS ABOUT 4 MILES E OF MARYVILLE, ABOUT 7 MILES W OF LF1285'RAVENWOOD, ABOUT 0.45 MILE NNE OF COUNCIL CORNERS SCHOOL NO. 96, LF1285'NEAR THE N SIDE OF THE SW 1/4 SECTION 13, T 64 N, R 35 W, ON LF1285'LAND OWNED AND OCCUPIED BY P.P. FARRENS, IN OLD ORCHARD LF1285'LOT JUST N OF MR. FARRENS HOUSE, BETWEEN A GROVE OF LARGE ELMS ON LF1285'THE N AND A ROW OF CHERRY TREES ON THE S, 37 FEET E OF CENTER LF1285'LINE OF ROAD, 44 FEET NE OF THE 36-INCH ELM TREE THAT STANDS IN LF1285'THE CENTER OF THE ROAD, 111 FEET NNW OF NW CORNER OF THE LF1285'HOUSE, 16 FEET E OF THE RIGHT-OF-WAY FENCE, 23 FEET SW OF AN LF1285'18-INCH ELM, 32 FEET SE OF A 24-INCH ELM. THE MARK IS FLUSH LF1285'WITH THE SURFACE. LF1285' LF1285'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD LF1285'BRONZE DISKS SET IN CONCRETE. LF1285' LF1285'REFERENCE MARK NO. 1 IS SSW OF STATION, 22 FEET W OF CENTER LF1285'LINE OF ROAD, 84 FEET SSW OF THE LARGE ELM IN CENTER OF ROAD, LF1285'3 FEET W OF THE RIGHT-OF-WAY FENCE. IT PROJECTS 8 INCHES. LF1285' LF1285'REFERENCE MARK NO. 2 IS NNW OF STATION, 21 FEET W OF CENTER LF1285'LINE OF ROAD, 1 FOOT W OF RIGHT-OF-WAY FENCE, 46 FEET N OF A LF1285'30-INCH COTTONWOOD TREE THAT STANDS ON RIGHT-OF-WAY FENCE LINE, LF1285'188.95 FEET N OF REFERENCE MARK NO. 1. IT PROJECTS 8 INCHES. LF1285' LF1285'AZIMUTH MARK IS N OF STATION, 18 FEET W OF CENTER LINE OF LF1285'ROAD, 1 FOOT E OF RIGHT-OF-WAY FENCE. IT PROJECTS 7 INCHES. LF1285' LF1285'TO REACH FROM THE SE CORNER OF COURTHOUSE SQUARE IN MARYVILLE, LF1285'GO E ON HIGHWAY 4, 4.25 MILES TO CROSSROADS AT THE COUNCIL CORNERS LF1285'SCHOOL NO. 96, THENCE N ON DIRT ROAD 0.45 MILE TO MR. FARRENS LF1285'HOUSE AND STATION ON E SIDE OF THE ROAD. LF1285' LF1285'ALL LIGHTS COME INTO VIEW AT 50 FEET. LF1285' LF1285'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET. LF1285 LF1285 STATION RECOVERY (1983) LF1285 LF1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) LF1285'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION. RMS 1 AND 2 LF1285'WERE FOUND DESTROYED. THE AZ MK WAS SEARCHED FOR BUT NOT FOUND AND IS LF1285'PRESUMED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION. RMS 3 AND 4 AND LF1285'A NEW AZ MK WERE ESTABLISHED THIS DATE. A LENGTH OF REBAR WAS PLACED LF1285'AT THE N SIDE OF THE SURFACE MONUMENT. DUE TO CHANGES A COMPLETE, NEW LF1285'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) W LF1285'OF RAVENWOOD, 6.45 KM (4.00 MI) E OF MARYVILLE, 0.97 KM (0.60 MI) N OF LF1285'U.S HWY 136 AND STATE HWY 46, IN THE SW 114, SEC 13, T64N, R35W AND ON LF1285'PROPERTY OWNED BY CHARLES WEDDLE, RURAL ROUTE 3, BOX 161, MARYVILLE, LF1285'MISSOURI 64468. TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 71 LF1285'AND 136 AND STATE HWY 46, AT THE SW CORNER OF THE COURTHOUSE SQUARE IN LF1285'MARYVILLE, GO E ON U.S HWY 136 AND STATE HWY 46 FOR 6.68 KM (4.15 MI) LF1285'TO THE JUNCTION WITH STATE ROADS F AND EE. TURN LEFT AND GO N ON ROAD LF1285'EE FOR 0.97 KM (0.60 MI) TO THE STATION ON THE RIGHT, AT THE NE END OF LF1285'A CURVE IN THE ROAD AND AT THE HOUSE OWNED BY CHARLES WEDDLE. LF1285' LF1285'THE STATION IS A STANDARD CGS DISK STAMPED---FARRENS 1934---, SET INTO LF1285'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER, LF1285'RECESSED 4 INCHES (9 CM) BELOW THE GROUND. THE STATION IS LOCATED LF1285'29.26 METERS (96.00 FT) NW FROM THE NE CORNER OF THE HOUSE, 29.29 LF1285'METERS (96.10 FT) NE FROM THE POWERLINE POLE AT RM 3, 23.47 METERS LF1285'(77.00 FT) ESE FROM THE CENTERLINE OF ROAD EE, 19.2 METERS (63.0 FT) LF1285'NE FROM THE CENTERLINE OF DRIVEWAY TO THE HOUSE, 8.51 METERS (27.92 LF1285'FT) NNE FROM A WATER METER COVER RM NO 3, IS A STANDARD NGS DISK LF1285'STAMPED---FARRENS 1934 NO 3 1983--, SET INTO THE TOP OF A ROUND LF1285'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. LF1285'THE STATION IS LOCATED 10.95 METERS (35.93 FT) ESE FROM THE CENTERLINE LF1285'OF THE HWY, 40.36 METERS (132.41 FT) W FROM THE NE CORNER OF THE LF1285'HOUSE, 0.86 METERS (2.82 FT) NE FROM THE POWERLINE POLE AT THE LF1285'DRIVEWAY ENTRANCE, 21.46 METERS (70.41 FT) SW FROM A WATER METER LF1285'COVER, AND 0.3 METERS (1.0 FT) LOWER THNA THE STATION. RM NO 4, IS A LF1285'STANDARD NGS DISK STAMPED---FARRENS 1934 NO 4 1983---, SET INTO THE LF1285'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH LF1285'WITH GROUND. THE STATION IS LOCATED 30.48 METERS (100.00 FT) N FROM LF1285'THE CENTERLINE OF THE DRIVEWAY, 13.72 METERS (45.01 FT) E FROM THE LF1285'CENTERLINE OF ROAD EE, 0.52 METERS (1.71 FT) S FROM A WITNESS POST, LF1285'AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION. AZ MK NO 2, IS A LF1285'STANDARD NGS DISK STAMPED---FARRENS 1934 NO 2 1983---, SET INTO THE LF1285'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH LF1285'WITH GROUND. THE STATION IS LOCATED 10.4 METERS (34.1 FT) N FROM THE LF1285'CENTERLINE OF THE GRAVELED ROAD, 9.45 METERS (31.00 FT) W FROM THE LF1285'CENTERLINE OF ROAD EE, 1.46 METERS (4.79 FT) E FROM A WITNESS POST AND LF1285'A FENCE. TO REACH THE AZ MK FROM THE STATION, GO N ON ROAD EE FOR LF1285'0.74 KM (0.45 MI) TO A SIDE ROAD ON THE LEFT AND THE MARK IN THE NW LF1285'ANGLE OF THE INTERSECTION. LF1285 LF1285 STATION RECOVERY (1999) LF1285 LF1285'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1999 (NP) LF1285'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF1503 *********************************************************************** LF1503 DESIGNATION - MARYVILLE SOUTH BASE 2 LF1503 PID - LF1503 LF1503 STATE/COUNTY- MO/NODAWAY LF1503 USGS QUAD - PICKERING (1985) LF1503 LF1503 *CURRENT SURVEY CONTROL LF1503 ___________________________________________________________________ LF1503* NAD 83(1986)- 40 23 17. (N) 094 50 21. (W) SCALED LF1503* NAVD 88 - 307.83 (meters) 1009.9 (feet) RESET LF1503 ___________________________________________________________________ LF1503 GEOID HEIGHT- -31.37 (meters) GEOID99 LF1503 LF1503 VERT ORDER - THIRD LF1503 LF1503.The horizontal coordinates were scaled from a topographic map and have LF1503.an estimated accuracy of +/- 6 seconds. LF1503 LF1503.The orthometric height was computed from unverified reset data. LF1503.No vertical observational check was made to the station. LF1503 LF1503.The geoid height was determined by GEOID99. LF1503 LF1503; North East Units Estimated Accuracy LF1503;SPC MO W - 468,610. 821,200. MT (+/- 180 meters Scaled) LF1503 LF1503 SUPERSEDED SURVEY CONTROL LF1503 LF1503.No superseded survey control is available for this station. LF1503 LF1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83) LF1503_MARKER: DS = TRIANGULATION STATION DISK LF1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1503_STAMPING: MARYVILLE SOUTH BASE 2 1983 LF1503_MARK LOGO: NGS LF1503_MAGNETIC: N = NO MAGNETIC MATERIAL LF1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1503+STABILITY: SURFACE MOTION LF1503 LF1503 HISTORY - Date Condition Report By LF1503 HISTORY - 1983 MONUMENTED NGS LF1503 LF1503 STATION DESCRIPTION LF1503 LF1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 LF1503'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, THENCE 1.0 MI LF1503'(1.6 KM) RIGHT AND EAST ALONG STATE HIGHWAY 148, 0.85 MI (1.37 KM) LF1503'STRAIGHT AHEAD AND EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE LF1503'LEFT, 125.5 FT (38.3 M) NORTHWEST FROM A POWERLINE POLE, 107.4 LF1503'NORTHEAST FROM A POWERLINE POLE, 27.0 FT (8.2 M) NORTH FROM THE LF1503'CENTERLINE OF THE ROAD, 11.2 FT (3.4 M) WEST FROM THE CENTERLINE OF A LF1503'FIELD ENTRANCE, 2.0 FT (0.6 M) EAST FROM A WITNESS POST AND ABOUT LF1503'LEVEL WITH THE ROAD AND PROJECTS 1 INCH ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF1504 *********************************************************************** LF1504 DESIGNATION - MARYVILLE SOUTH BASE 2 RM 3 LF1504 PID - LF1504 LF1504 STATE/COUNTY- MO/NODAWAY LF1504 USGS QUAD - PICKERING (1985) LF1504 LF1504 *CURRENT SURVEY CONTROL LF1504 ___________________________________________________________________ LF1504* NAD 83(1986)- 40 23 17. (N) 094 50 21. (W) SCALED LF1504* NAVD 88 - 307.75 (meters) 1009.7 (feet) RESET LF1504 ___________________________________________________________________ LF1504 GEOID HEIGHT- -31.37 (meters) GEOID99 LF1504 LF1504 VERT ORDER - THIRD LF1504 LF1504.The horizontal coordinates were scaled from a topographic map and have LF1504.an estimated accuracy of +/- 6 seconds. LF1504 LF1504.The orthometric height was computed from unverified reset data. LF1504.No vertical observational check was made to the station. LF1504 LF1504.The geoid height was determined by GEOID99. LF1504 LF1504; North East Units Estimated Accuracy LF1504;SPC MO W - 468,610. 821,200. MT (+/- 180 meters Scaled) LF1504 LF1504 SUPERSEDED SURVEY CONTROL LF1504 LF1504.No superseded survey control is available for this station. LF1504 LF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83) LF1504_MARKER: DR = REFERENCE MARK DISK LF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1504_STAMPING: MARYVILLE SOUTH BASE 2 NO 3 1983 LF1504_MARK LOGO: NGS LF1504_MAGNETIC: N = NO MAGNETIC MATERIAL LF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1504+STABILITY: SURFACE MOTION LF1504 LF1504 HISTORY - Date Condition Report By LF1504 HISTORY - 1983 MONUMENTED NGS LF1504 LF1504 STATION DESCRIPTION LF1504 LF1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 LF1504'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, FROM THE NODAWAY LF1504'COUNTY COURTHOUSE IN MARYVILLE, THENCE 1.0 MI (1.6 KM) RIGHT AND EAST LF1504'ALONG STATE HIGHWAY 148, THENCE 0.85 MI (1.37 KM) STRAIGHT AHEAD AND LF1504'EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE RIGHT, 90.2 FT LF1504'(27.5 M) EAST FROM A POWERLINE POLE, 24.0 FT (7.3 M) SOUTH FROM THE LF1504'CENTERLINE OF THE ROAD, 10.5 FT (3.2 M) WEST FROM THE CENTERLINE OF A LF1504'FIELD ENTRANCE, 2.5 FT (0.8 M) EAST FROM A WITNESS POST AND ABOUT LF1504'LEVEL WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LF1505 *********************************************************************** LF1505 DESIGNATION - MARYVILLE SOUTH BASE 2 RM 4 LF1505 PID - LF1505 LF1505 STATE/COUNTY- MO/NODAWAY LF1505 USGS QUAD - PICKERING (1985) LF1505 LF1505 *CURRENT SURVEY CONTROL LF1505 ___________________________________________________________________ LF1505* NAD 83(1986)- 40 23 17. (N) 094 50 21. (W) SCALED LF1505* NAVD 88 - 307.64 (meters) 1009.3 (feet) RESET LF1505 ___________________________________________________________________ LF1505 GEOID HEIGHT- -31.37 (meters) GEOID99 LF1505 LF1505 VERT ORDER - THIRD LF1505 LF1505.The horizontal coordinates were scaled from a topographic map and have LF1505.an estimated accuracy of +/- 6 seconds. LF1505 LF1505.The orthometric height was computed from unverified reset data. LF1505.No vertical observational check was made to the station. LF1505 LF1505.The geoid height was determined by GEOID99. LF1505 LF1505; North East Units Estimated Accuracy LF1505;SPC MO W - 468,610. 821,200. MT (+/- 180 meters Scaled) LF1505 LF1505 SUPERSEDED SURVEY CONTROL LF1505 LF1505.No superseded survey control is available for this station. LF1505 LF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUE438724(NAD 83) LF1505_MARKER: DR = REFERENCE MARK DISK LF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1505_STAMPING: MARYVILLE SOUTH BASE 2 NO 4 1983 LF1505_MARK LOGO: NGS LF1505_MAGNETIC: N = NO MAGNETIC MATERIAL LF1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1505+STABILITY: SURFACE MOTION LF1505 LF1505 HISTORY - Date Condition Report By LF1505 HISTORY - 1983 MONUMENTED NGS LF1505 LF1505 STATION DESCRIPTION LF1505 LF1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 LF1505'2.7 MI (4.3 KM) NORTH ALONG U.S. HIGHWAYS 71 AND 136, FROM THE NODAWAY LF1505'COUNTY COURTHOUSE IN MARYVILLE, THENCE 1.0 MI (1.6 KM) RIGHT AND EAST LF1505'ALONG STATE HIGHWAY 148, THENCE 0.85 MI (1.37 KM) STRAIGHT AHEAD AND LF1505'EAST ALONG A GRADED COUNTY ROAD TO THE MARK ON THE LEFT, 74.2 FT LF1505'(22.6 M) NORTHEAST FROM A POWERLINE POLE, 28.0 FT (8.5 M) NORTH FROM LF1505'THE CENTERLINE OF THE ROAD, 1.7 FT (0.5 M) EAST FROM A WITNESS POST LF1505'AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE ROAD, FLUSH WITH THE GROUND.