1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 LF1209 *********************************************************************** LF1209 DESIGNATION - D 177 RESET LF1209 PID - LF1209 LF1209 STATE/COUNTY- NE/OTOE LF1209 USGS QUAD - PAUL (1966) LF1209 LF1209 *CURRENT SURVEY CONTROL LF1209 ___________________________________________________________________ LF1209* NAD 83(1986)- 40 35 43. (N) 095 53 39. (W) SCALED LF1209* NAVD 88 - 332.83 (+/-2cm) 1092.0 (feet) VERTCON LF1209 ___________________________________________________________________ LF1209 GEOID HEIGHT- -29.22 (meters) GEOID03 LF1209 LF1209 VERT ORDER - THIRD (See Below) LF1209 LF1209.The horizontal coordinates were scaled from a topographic map and have LF1209.an estimated accuracy of +/- 6 seconds. LF1209 LF1209.The NAVD 88 height was computed by applying the VERTCON shift value to LF1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LF1209.The vertical order pertains to the NGVD 29 superseded value. LF1209 LF1209.The geoid height was determined by GEOID03. LF1209 LF1209; North East Units Estimated Accuracy LF1209;SPC NE - 92,850. 847,340. MT (+/- 180 meters Scaled) LF1209 LF1209 SUPERSEDED SURVEY CONTROL LF1209 LF1209 NGVD 29 (02/02/05) 332.72 (m) 1091.6 (f) RESET 3 LF1209 LF1209.Superseded values are not recommended for survey control. LF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LF1209.See file dsdata.txt to determine how the superseded data were derived. LF1209 LF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE550978(NAD 83) LF1209_MARKER: DB = BENCH MARK DISK LF1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1209_STAMPING: D 177 RESET 1979 LF1209_PROJECTION: PROJECTING 5 CENTIMETERS LF1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1209+STABILITY: SURFACE MOTION LF1209 LF1209 HISTORY - Date Condition Report By LF1209 HISTORY - 1979 MONUMENTED NGS LF1209 LF1209 STATION DESCRIPTION LF1209 LF1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 LF1209'IN PAUL. LF1209'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AND STATE HIGHWAY LF1209'128, 165 FEET EAST-NORTHEAST OF THE CENTER OF THE CROSSING, 66.0 LF1209'FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH, 49.0 FEET LF1209'NORTH OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET EAST OF A POWERLINE LF1209'POLE. LF1209'THE MARK IS 2.0 FT W FROM A WITNESS POST. LF1209'THE MARK IS 2 FT BELOW HIGHWAY 128. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 LF1536 *********************************************************************** LF1536 DESIGNATION - DUN RM 2 LF1536 PID - LF1536 LF1536 STATE/COUNTY- NE/OTOE LF1536 USGS QUAD - NEBRASKA CITY NW (1966) LF1536 LF1536 *CURRENT SURVEY CONTROL LF1536 ___________________________________________________________________ LF1536* NAD 83(1986)- 40 40 33. (N) 095 56 42. (W) SCALED LF1536* NAVD 88 - 381.21 (meters) 1250.7 (feet) RESET LF1536 ___________________________________________________________________ LF1536 GEOID HEIGHT- -28.79 (meters) GEOID03 LF1536 LF1536 VERT ORDER - THIRD LF1536 LF1536.The horizontal coordinates were scaled from a topographic map and have LF1536.an estimated accuracy of +/- 6 seconds. LF1536 LF1536.The orthometric height was computed from unverified reset data. LF1536.No vertical observational check was made to the station. LF1536 LF1536.The geoid height was determined by GEOID03. LF1536 LF1536; North East Units Estimated Accuracy LF1536;SPC NE - 101,580. 842,630. MT (+/- 180 meters Scaled) LF1536 LF1536 SUPERSEDED SURVEY CONTROL LF1536 LF1536.No superseded survey control is available for this station. LF1536 LF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF510069(NAD 83) LF1536_MARKER: DR = REFERENCE MARK DISK LF1536_SETTING: 31 = SLAB LF1536_STAMPING: DUN NO 2 1961 LF1536_MARK LOGO: CGS LF1536_MAGNETIC: N = NO MAGNETIC MATERIAL LF1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LF1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LF1536+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1991 LF1536 LF1536 HISTORY - Date Condition Report By LF1536 HISTORY - 1961 MONUMENTED CGS LF1536 HISTORY - 19910830 GOOD NEDR LF1536 LF1536 STATION DESCRIPTION LF1536 LF1536'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1991 LF1536'ABOUT 6.7 KM (4.2 MI) WEST FROM NEBRASKA CITY, 0.8 KM (0.5 MI) NORTH LF1536'FROM THE PRESENT, 1991, ALIGNMENT OF STATE HIGHWAY 2, AT AN ABANDONED LF1536'MISSILE SITE AND IN SEC10, T8N, R13E. THE PROPERTY IS OWNED BY L AND LF1536'H PROPERTIES, INCORPORATED, RR 1, BOX 247, NEBRASKA CITY, NEBRASKA LF1536'68410. TELEPHONE--MIRACLE MUD JACKERS--AT 402 873 4430 FOR A KEY TO LF1536'A LOCKED GATE AT THE ENTRANCE ROAD FROM HIGHWAY 2. NOTE--HIGHWAY 2 LF1536'IS SCHEDULED FOR RE-ALIGNMENT IN THE FUTURE AND AT THAT TIME THE MARK LF1536'WILL BE ABOUT 300 FT (91.4 M) NORTH FROM THE NEW ALIGNMENT. FROM THE LF1536'WEST JUNCTION OF STATE HIGHWAY 2 AND U.S. HIGHWAY 75, ABOUT 3.21 KM LF1536'(1.99 MI) WEST FROM NEBRASKA CITY, GO WEST ON HIGHWAY 2 FOR 3.70 KM LF1536'(2.30 MI) TO A SIDE ROAD ON THE RIGHT, AT THE EAST SIDE OF AN LF1536'ELEVATED WATER TANK. TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.8 KM LF1536'(0.5 MI) TO THE ABANDONED MISSILE SITE AND THE MARK, IN THE SOUTHEAST LF1536'CORNER OF A 16 BY 18 FOOT CONCRETE SLAB, 26.028 M (85.394 FT) NORTH LF1536'FROM STATION DUNN RESET. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 LF1537 *********************************************************************** LF1537 DESIGNATION - H 257 RESET LF1537 PID - LF1537 LF1537 STATE/COUNTY- NE/OTOE LF1537 USGS QUAD - NEHAWKA (1966) LF1537 LF1537 *CURRENT SURVEY CONTROL LF1537 ___________________________________________________________________ LF1537* NAD 83(1986)- 40 45 20. (N) 095 54 42. (W) SCALED LF1537* NAVD 88 - 322.34 (meters) 1057.5 (feet) RESET LF1537 ___________________________________________________________________ LF1537 GEOID HEIGHT- -28.58 (meters) GEOID03 LF1537 LF1537 VERT ORDER - THIRD LF1537 LF1537.The horizontal coordinates were scaled from a topographic map and have LF1537.an estimated accuracy of +/- 6 seconds. LF1537 LF1537.The orthometric height was computed from unverified reset data. LF1537.No vertical observational check was made to the station. LF1537 LF1537.The geoid height was determined by GEOID03. LF1537 LF1537; North East Units Estimated Accuracy LF1537;SPC NE - 110,550. 845,020. MT (+/- 180 meters Scaled) LF1537 LF1537 SUPERSEDED SURVEY CONTROL LF1537 LF1537 NGVD 29 (02/02/05) 322.23 (m) 1057.2 (f) RESET 3 LF1537 LF1537.Superseded values are not recommended for survey control. LF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LF1537.See file dsdata.txt to determine how the superseded data were derived. LF1537 LF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTF542157(NAD 83) LF1537_MARKER: DV = VERTICAL CONTROL DISK LF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LF1537_STAMPING: H 257 RESET 1985 LF1537_MARK LOGO: NGS LF1537_MAGNETIC: N = NO MAGNETIC MATERIAL LF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LF1537+STABILITY: SURFACE MOTION LF1537 LF1537 HISTORY - Date Condition Report By LF1537 HISTORY - 1985 MONUMENTED NGS LF1537 LF1537 STATION DESCRIPTION LF1537 LF1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 LF1537'6.44 KM (4.00 MI) SOUTH ALONG US HIGHWAYS 73 AND 75 FROM THEIR LF1537'JUNCTION WITH US HIGHWAY 34 AT THE EAST EDGE IN UNION, TO THE MARK ON LF1537'THE LEFT AT A GRAVELED ROAD LEADING RIGHT AND WEST, 35.4 M (116.1 FT) LF1537'NORTH FROM THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 17.2 M LF1537'(56.4 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.91 M (2.99 FT) LF1537'NORTH FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.67 M (2.20 FT) LF1537'NORTHWEST FROM A FENCE CORNER POST, 0.61 M (2.00 FT) WEST FROM A LF1537'NORTH-SOUTH FENCE. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AI9326 *********************************************************************** AI9326 DESIGNATION - N 208 RESET AI9326 PID - AI9326 AI9326 STATE/COUNTY- NE/OTOE AI9326 USGS QUAD - UNADILLA (1966) AI9326 AI9326 *CURRENT SURVEY CONTROL AI9326 ___________________________________________________________________ AI9326* NAD 83(1986)- 40 41 35. (N) 096 20 57. (W) SCALED AI9326* NAVD 88 - 341.27 (meters) 1119.7 (feet) RESET AI9326 ___________________________________________________________________ AI9326 GEOID HEIGHT- -26.71 (meters) GEOID03 AI9326 AI9326 VERT ORDER - THIRD AI9326 AI9326.The horizontal coordinates were scaled from a topographic map and have AI9326.an estimated accuracy of +/- 6 seconds. AI9326 AI9326.The orthometric height was computed from unverified reset data. AI9326.No vertical observational check was made to the station. AI9326 AI9326.The geoid height was determined by GEOID03. AI9326 AI9326; North East Units Estimated Accuracy AI9326;SPC NE - 101,970. 808,420. MT (+/- 180 meters Scaled) AI9326 AI9326 SUPERSEDED SURVEY CONTROL AI9326 AI9326.No superseded survey control is available for this station. AI9326 AI9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL239080(NAD 83) AI9326_MARKER: DV = VERTICAL CONTROL DISK AI9326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI9326_STAMPING: N 208 RESET 1999 AI9326_MARK LOGO: NGS AI9326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AI9326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI9326+STABILITY: SURFACE MOTION AI9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI9326+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI9326 AI9326 HISTORY - Date Condition Report By AI9326 HISTORY - 1999 MONUMENTED NEDR AI9326 AI9326 STATION DESCRIPTION AI9326 AI9326'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1999 (TWR) AI9326'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF PALMYRA, 1-1/4 MI AI9326'SOUTH OF STATE HIGHWAY 2 AND ON COUNTY ROAD RIGHT-OF-WAY, IN THE AI9326'NW1/4, SEC6, T8N, R10E. TO REACH FROM THE JUNCTION OF STATE ROAD 66A AI9326'SPUR AND STATE HIGHWAY 2, AT PALMYRA, GO EAST ON HIGHWAY 2 FOR 2.0 MI AI9326'(3.2 KM) TO COUNTY ROAD 12. TURN RIGHT AND GO SOUTH ON THE GRAVELED AI9326'ROAD FOR 1.10 MI (1.77 KM) TO A RAILROAD CROSSING. CONTINUE SOUTH FOR AI9326'0.15 MI (0.24 KM) TO A DRIVE ON THE RIGHT, THE END OF GRAVEL, AND THE AI9326'BENCH MARK ON THE LEFT, NEAR A GUYED POWERLINE POLE WHICH IS THE LAST AI9326'POLE OF THE LINE. THE DISK IS SET INTO THE TOP OF A ROUND CONCRETE AI9326'POST THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE GROUND SURFACE. IT IS AI9326'232.3 FT (70.8 M) SOUTH OF A POINT IN LINE WITH A FENCE LEADING WEST, AI9326'27.1 FT (8.3 M) EAST OF THE CENTERLINE OF THE ROAD, 14.3 FT (4.4 M) AI9326'NORTH OF THE BASE OF THE GUY WIRE, 3.3 FT (1.0 M) SOUTH OF THE SOUTH AI9326'FACE OF THE POLE, 3.21 FT (0.98 M) NORTH OF A METAL WITNESS POST AND AI9326'2.28 FT (0.69 M) SOUTH OF A FIBERGLASS WITNESS POST. A MAGNET WAS AI9326'PLACED INTO THE MARK. THE MARK IS SUITABLE FOR SATELLITE AI9326'OBSERVATIONS. THE NAVD88 ELEVATION OF THIS MARK IS 1119.652 FT. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AJ8434 *********************************************************************** AJ8434 DESIGNATION - T 258 RESET AJ8434 PID - AJ8434 AJ8434 STATE/COUNTY- NE/OTOE AJ8434 USGS QUAD - JULIAN (1984) AJ8434 AJ8434 *CURRENT SURVEY CONTROL AJ8434 ___________________________________________________________________ AJ8434* NAD 83(1986)- 40 32 14. (N) 095 48 08. (W) SCALED AJ8434* NAVD 88 - 294.14 (meters) 965.0 (feet) RESET AJ8434 ___________________________________________________________________ AJ8434 GEOID HEIGHT- -29.65 (meters) GEOID03 AJ8434 AJ8434 VERT ORDER - THIRD AJ8434 AJ8434.The horizontal coordinates were scaled from a topographic map and have AJ8434.an estimated accuracy of +/- 6 seconds. AJ8434 AJ8434.The orthometric height was computed from unverified reset data. AJ8434.No vertical observational check was made to the station. AJ8434 AJ8434.The geoid height was determined by GEOID03. AJ8434 AJ8434; North East Units Estimated Accuracy AJ8434;SPC NE - 86,780. 855,430. MT (+/- 180 meters Scaled) AJ8434 AJ8434 SUPERSEDED SURVEY CONTROL AJ8434 AJ8434.No superseded survey control is available for this station. AJ8434 AJ8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE626911(NAD 83) AJ8434_MARKER: DV = VERTICAL CONTROL DISK AJ8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8434_STAMPING: T 258 RESET 2001 AJ8434_MARK LOGO: NGS AJ8434_MAGNETIC: N = NO MAGNETIC MATERIAL AJ8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8434+STABILITY: SURFACE MOTION AJ8434 AJ8434 HISTORY - Date Condition Report By AJ8434 HISTORY - 2001 MONUMENTED NGS AJ8434 AJ8434 STATION DESCRIPTION AJ8434 AJ8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DC) AJ8434'FROM THE INTERSECTION OF HIGHWAY 73 AND SPUR 64A TO JULIAN, AT THE AJ8434'NEMAHA/OTOE COUNTY LINE, GO NORTH ON HIGHWAY 73 APPROXIMATELY 1.0 MILE AJ8434'(1.6 KM) TO COUNTY ROAD R. TURN RIGHT (EAST) AND GO EAST AJ8434'APPROXIMATELY 3.1 MILES (5.0 KM) TO POINT ON LEFT (NORTH) . 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AA7425 *********************************************************************** AA7425 DESIGNATION - U 12 RESET AA7425 PID - AA7425 AA7425 STATE/COUNTY- NE/OTOE AA7425 USGS QUAD - PALMYRA (1966) AA7425 AA7425 *CURRENT SURVEY CONTROL AA7425 ___________________________________________________________________ AA7425* NAD 83(1986)- 40 42 10. (N) 096 23 17. (W) SCALED AA7425* NAVD 88 - 348.22 (+/-2cm) 1142.5 (feet) VERTCON AA7425 ___________________________________________________________________ AA7425 GEOID HEIGHT- -26.49 (meters) GEOID03 AA7425 AA7425 VERT ORDER - THIRD (See Below) AA7425 AA7425.The horizontal coordinates were scaled from a topographic map and have AA7425.an estimated accuracy of +/- 6 seconds. AA7425 AA7425.The NAVD 88 height was computed by applying the VERTCON shift value to AA7425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7425.The vertical order pertains to the NGVD 29 superseded value. AA7425 AA7425.The geoid height was determined by GEOID03. AA7425 AA7425; North East Units Estimated Accuracy AA7425;SPC NE - 102,910. 805,090. MT (+/- 180 meters Scaled) AA7425 AA7425 SUPERSEDED SURVEY CONTROL AA7425 AA7425 NGVD 29 (02/02/05) 348.12 (m) 1142.1 (f) RESET 3 AA7425 AA7425.Superseded values are not recommended for survey control. AA7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7425.See file dsdata.txt to determine how the superseded data were derived. AA7425 AA7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL206090(NAD 83) AA7425_MARKER: DV = VERTICAL CONTROL DISK AA7425_SETTING: 40 = GRAIN ELEVATOR AA7425_STAMPING: U 12 RESET 1994 AA7425_MARK LOGO: NGS AA7425_MAGNETIC: N = NO MAGNETIC MATERIAL AA7425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA7425+STABILITY: POSITION/ELEVATION WELL AA7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA7425+SATELLITE: SATELLITE OBSERVATIONS - 1994 AA7425 AA7425 HISTORY - Date Condition Report By AA7425 HISTORY - 1994 MONUMENTED NGS AA7425 AA7425 STATION DESCRIPTION AA7425 AA7425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JAO) AA7425'THE MARK IS LOCATED IN THE SOUTH EDGE OF PALMYRA, IN THE NORTHWEST AA7425'ANGLE OF THE CROSSING OF A RAILROAD TRACK WITH STATE HIGHWAY 66A SPUR, AA7425'SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST TUBE OF THE AA7425'PALMYRA CO-OP GRAIN ELEVATOR AND 1.37 M (4.49 FT) ABOVE THE GROUND. AA7425'NOTE-THIS MARK IS SET INTO A CLASS A STABILITY STRUCTURE BUT WAS AA7425'ESTABLISHED FROM A CLASS C STABILITY CODE MARK. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG9622 *********************************************************************** AG9622 DESIGNATION - X 439 RESET AG9622 PID - AG9622 AG9622 STATE/COUNTY- NE/OTOE AG9622 USGS QUAD - DUNBAR (1966) AG9622 AG9622 *CURRENT SURVEY CONTROL AG9622 ___________________________________________________________________ AG9622* NAD 83(1986)- 40 40 05. (N) 096 07 21. (W) SCALED AG9622* NAVD 88 - 364.05 (meters) 1194.4 (feet) RESET AG9622 ___________________________________________________________________ AG9622 GEOID HEIGHT- -27.97 (meters) GEOID03 AG9622 AG9622 VERT ORDER - THIRD AG9622 AG9622.The horizontal coordinates were scaled from a topographic map and have AG9622.an estimated accuracy of +/- 6 seconds. AG9622 AG9622.The orthometric height was computed from unverified reset data. AG9622 AG9622.The geoid height was determined by GEOID03. AG9622 AG9622; North East Units Estimated Accuracy AG9622;SPC NE - 100,030. 827,680. MT (+/- 180 meters Scaled) AG9622 AG9622 SUPERSEDED SURVEY CONTROL AG9622 AG9622.No superseded survey control is available for this station. AG9622 AG9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQL432058(NAD 83) AG9622_MARKER: DV = VERTICAL CONTROL DISK AG9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG9622_STAMPING: X 439 RESET 1997 AG9622_MARK LOGO: NGS AG9622_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AG9622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9622+STABILITY: SURFACE MOTION AG9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9622+SATELLITE: SATELLITE OBSERVATIONS - 1997 AG9622 AG9622 HISTORY - Date Condition Report By AG9622 HISTORY - 1997 MONUMENTED NEDR AG9622 AG9622 STATION DESCRIPTION AG9622 AG9622'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1997 (TWR) AG9622'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 50, AT SYRACUSE, GO AG9622'EAST ON HIGHWAY 2 FOR 3.0 MI (4.8 KM) TO A COUNTY CROSSROAD AND THE AG9622'MARK ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION, ON AG9622'HIGHWAY RIGHT-OF-WAY AND IN THE NE CORNER OF SEC13, T8N, R11E. THE AG9622'DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT IS NEAR FLUSH AG9622'WITH THE GROUND AND IT IS 142 FT (43.3 M) SOUTH OF THE CENTER OF THE AG9622'HIGHWAY MEDIAN, 31.1 M (102.0 FT) WEST OF THE CENTERLINE OF COUNTY AG9622'ROAD 36, 19.97 M (65.52 FT) SOUTHWEST OF THE CENTER OF THE TOP OF A AG9622'CORRUGATED METAL PIPE CULVERT UNDER THE COUNTY ROAD, 17.80 M (58.40 AG9622'FT) SOUTH-SOUTHEAST OF THE CENTER OF THE TOP OF A CONCRETE CULVERT AG9622'UNDER THE HIGHWAY, 1.02 M (3.35 FT) SOUTH OF THE BOTTOM FACE OF A AG9622'UTILITY POLE AND 0.62 M (2.03 FT) WEST OF A WITNESS POST. A MAGNET AG9622'WAS PLACED INTO THE MARK.