1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 AA3923 *********************************************************************** AA3923 DESIGNATION - P 34 RESET AA3923 PID - AA3923 AA3923 STATE/COUNTY- MT/CARTER AA3923 USGS QUAD - BELLTOWER (1993) AA3923 AA3923 *CURRENT SURVEY CONTROL AA3923 ___________________________________________________________________ AA3923* NAD 83(1986)- 45 38 21. (N) 104 22 27. (W) SCALED AA3923* NAVD 88 - 989.93 (+/-2cm) 3247.8 (feet) VERTCON AA3923 ___________________________________________________________________ AA3923 GEOID HEIGHT- -15.92 (meters) GEOID99 AA3923 AA3923 VERT ORDER - THIRD (See Below) AA3923 AA3923.The horizontal coordinates were scaled from a topographic map and have AA3923.an estimated accuracy of +/- 6 seconds. AA3923 AA3923.The NAVD 88 height was computed by applying the VERTCON shift value to AA3923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA3923.The vertical order pertains to the superseded datum. AA3923 AA3923.The geoid height was determined by GEOID99. AA3923 AA3923; North East Units Estimated Accuracy AA3923;SPC MT - 167,460. 999,220. MT (+/- 180 meters Scaled) AA3923 AA3923 SUPERSEDED SURVEY CONTROL AA3923 AA3923 NGVD 29 - 989.34 (m) 3245.9 (f) RESET 3 AA3923 AA3923.Superseded values are not recommended for survey control. AA3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA3923.See file dsdata.txt to determine how the superseded data were derived. AA3923 AA3923_MARKER: DB = BENCH MARK DISK AA3923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA3923_STAMPING: P 34 1934 AA3923_MARK LOGO: CGS AA3923_MAGNETIC: N = NO MAGNETIC MATERIAL AA3923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA3923+STABILITY: SURFACE MOTION AA3923 AA3923 HISTORY - Date Condition Report By AA3923 HISTORY - 1976 MONUMENTED MTDH AA3923 AA3923 STATION DESCRIPTION AA3923 AA3923'DESCRIBED BY MONTANA DEPARTMENT OF HIGHWAYS 1976 (BFK) AA3923'21.0 MILES (33.8 KM) SOUTH OF EKALAKA, 111 FEET (33.8 M) RIGHT OF AA3923'SURVEY STATION 2659+90 ON NEW CONSTRUCTED PROJECT NO RS 347 (17) , ON AA3923'ALZADA-EKALAKA ROAD APPROXIMATELY 21 MILES (33.8 KM) SOUTH OF EKALAKA AA3923'IN SW 1/4 OF SEC 19, T 2 S, R 60 E. NOTE--OLD DISK USED AS RESET. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 QU0068 *********************************************************************** QU0068 DESIGNATION - S 218 RESET QU0068 PID - QU0068 QU0068 STATE/COUNTY- MT/CARTER QU0068 USGS QUAD - GREASY HILL (1970) QU0068 QU0068 *CURRENT SURVEY CONTROL QU0068 ___________________________________________________________________ QU0068* NAD 83(1986)- 45 10 00. (N) 104 45 45. (W) SCALED QU0068* NAVD 88 - 1094.94 (meters) 3592.3 (feet) RESET QU0068 ___________________________________________________________________ QU0068 GEOID HEIGHT- -14.48 (meters) GEOID99 QU0068 QU0068 VERT ORDER - THIRD QU0068 QU0068.The horizontal coordinates were scaled from a topographic map and have QU0068.an estimated accuracy of +/- 6 seconds. QU0068 QU0068.The orthometric height was computed from unverified reset data. QU0068 QU0068.The geoid height was determined by GEOID99. QU0068 QU0068; North East Units Estimated Accuracy QU0068;SPC MT - 113,150. 972,190. MT (+/- 180 meters Scaled) QU0068 QU0068 SUPERSEDED SURVEY CONTROL QU0068 QU0068.No superseded survey control is available for this station. QU0068 QU0068_MARKER: DB = BENCH MARK DISK QU0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QU0068_STAMPING: S 218 RESET 1954 QU0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QU0068+STABILITY: SURFACE MOTION QU0068 QU0068 HISTORY - Date Condition Report By QU0068 HISTORY - 1954 MONUMENTED CGS QU0068 QU0068 STATION DESCRIPTION QU0068 QU0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 QU0068'19 MI NW FROM ALZADA. QU0068'19.0 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM ALZADA, CARTER QU0068'COUNTY, 7.6 MILES SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING QU0068'NORTH TO EKALAKA, 390 FEET NORTHEAST OF A 24-INCH CULVERT, 79 QU0068'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF QU0068'THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED S 218 RESET QU0068'1954 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 QU0070 *********************************************************************** QU0070 DESIGNATION - T 218 RESET QU0070 PID - QU0070 QU0070 STATE/COUNTY- MT/CARTER QU0070 USGS QUAD - BLACK POINT (1982) QU0070 QU0070 *CURRENT SURVEY CONTROL QU0070 ___________________________________________________________________ QU0070* NAD 83(1986)- 45 09 14. (N) 104 43 37. (W) SCALED QU0070* NAVD 88 - 1102.18 (meters) 3616.1 (feet) RESET QU0070 ___________________________________________________________________ QU0070 GEOID HEIGHT- -14.50 (meters) GEOID99 QU0070 QU0070 VERT ORDER - THIRD QU0070 QU0070.The horizontal coordinates were scaled from a topographic map and have QU0070.an estimated accuracy of +/- 6 seconds. QU0070 QU0070.The orthometric height was computed from unverified reset data. QU0070 QU0070.The geoid height was determined by GEOID99. QU0070 QU0070; North East Units Estimated Accuracy QU0070;SPC MT - 111,900. 975,070. MT (+/- 180 meters Scaled) QU0070 QU0070 SUPERSEDED SURVEY CONTROL QU0070 QU0070.No superseded survey control is available for this station. QU0070 QU0070_MARKER: DB = BENCH MARK DISK QU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QU0070_STAMPING: T 218 RESET 1954 QU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QU0070+STABILITY: SURFACE MOTION QU0070 QU0070 HISTORY - Date Condition Report By QU0070 HISTORY - 1954 MONUMENTED CGS QU0070 QU0070 STATION DESCRIPTION QU0070 QU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 QU0070'17.2 MI NW FROM ALZADA. QU0070'17.2 MILES NORTHWEST ALONG U.S. HIGHWAY 212 FROM ALZADA, CARTER QU0070'COUNTY, 9.5 MILES SOUTHEAST OF THE JUNCTION OF THE ROAD LEADING QU0070'NORTH TO EKALAKA, AT THE TOP OF A SMALL HILL, 98 FEET SOUTH OF QU0070'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTHEAST OF A QU0070'ROAD APPROACH. A STANDARD DISK, STAMPED T 218 RESET 1954 AND QU0070'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2002 QU0004 *********************************************************************** QU0004 DESIGNATION - W 209 RESET QU0004 PID - QU0004 QU0004 STATE/COUNTY- MT/CARTER QU0004 USGS QUAD - CAMP NEEDMORE (1993) QU0004 QU0004 *CURRENT SURVEY CONTROL QU0004 ___________________________________________________________________ QU0004* NAD 83(1986)- 45 50 09. (N) 104 27 52. (W) SCALED QU0004* NAVD 88 - 1169.04 (meters) 3835.4 (feet) RESET QU0004 ___________________________________________________________________ QU0004 GEOID HEIGHT- -15.90 (meters) GEOID99 QU0004 QU0004 VERT ORDER - THIRD QU0004 QU0004.The horizontal coordinates were scaled from a topographic map and have QU0004.an estimated accuracy of +/- 6 seconds. QU0004 QU0004.The orthometric height was computed from unverified reset data. QU0004 QU0004.The geoid height was determined by GEOID99. QU0004 QU0004; North East Units Estimated Accuracy QU0004;SPC MT - 188,810. 990,800. MT (+/- 180 meters Scaled) QU0004 QU0004 SUPERSEDED SURVEY CONTROL QU0004 QU0004.No superseded survey control is available for this station. QU0004 QU0004_MARKER: DB = BENCH MARK DISK QU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT QU0004_STAMPING: W 209 RESET 1963 QU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QU0004+STABILITY: SURFACE MOTION QU0004 QU0004 HISTORY - Date Condition Report By QU0004 HISTORY - 1963 MONUMENTED CGS QU0004 HISTORY - 1973 GOOD NGS QU0004 QU0004 STATION DESCRIPTION QU0004 QU0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 QU0004'5.7 MI SE FROM EKALAKA. QU0004'FROM THE INTERSECTION OF STATE HIGHWAYS 323 AND 7, IN THE QU0004'NORTHEAST PART OF EKALAKA, GO SOUTHEAST ON STATE HIGHWAY 323 QU0004'FOR 5.65 MILES TO THE MARK ON THE RIGHT, IN A SMALL, FLAT AREA QU0004'AT THE WESTERN END OF A DEEP CUT, 140 FEET EAST OF THE EAST QU0004'END OF A GUARDRAIL, 83 FEET SOUTH OF THE CENTER OF THE ROAD, QU0004'63 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 62 FEET EAST OF A QU0004'FENCE CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST. A STANDARD QU0004'DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.