1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0956 *********************************************************************** MW0956 DESIGNATION - B 602 RESET MW0956 PID - MW0956 MW0956 STATE/COUNTY- CA/MODOC MW0956 USGS QUAD - COPIC (1993) MW0956 MW0956 *CURRENT SURVEY CONTROL MW0956 ___________________________________________________________________ MW0956* NAD 83(1986)- 41 50 29. (N) 121 18 26. (W) SCALED MW0956* NAVD 88 - 1246.93 (meters) 4091.0 (feet) RESET MW0956 ___________________________________________________________________ MW0956 GEOID HEIGHT- -22.67 (meters) GEOID99 MW0956 MW0956 VERT ORDER - THIRD MW0956 MW0956.The horizontal coordinates were scaled from a topographic map and have MW0956.an estimated accuracy of +/- 6 seconds. MW0956 MW0956.The orthometric height was computed from unverified reset data. MW0956.No vertical observational check was made to the station. MW0956 MW0956.The geoid height was determined by GEOID99. MW0956 MW0956; North East Units Estimated Accuracy MW0956;SPC CA 1 - 778,730. 2,057,540. MT (+/- 180 meters Scaled) MW0956 MW0956 SUPERSEDED SURVEY CONTROL MW0956 MW0956 NGVD 29 - 1245.86 (m) 4087.5 (f) RESET 3 MW0956 MW0956.Superseded values are not recommended for survey control. MW0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0956.See file dsdata.txt to determine how the superseded data were derived. MW0956 MW0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM405335(NAD 83) MW0956_MARKER: DV = VERTICAL CONTROL DISK MW0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0956_STAMPING: B 602 RESET 1990 MW0956_MARK LOGO: NGS MW0956_MAGNETIC: N = NO MAGNETIC MATERIAL MW0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0956+STABILITY: SURFACE MOTION MW0956 MW0956 HISTORY - Date Condition Report By MW0956 HISTORY - 1990 MONUMENTED CADT MW0956 MW0956 STATION DESCRIPTION MW0956 MW0956'DESCRIBED BY CALTRANS 1990 MW0956'6.1 MILES (9.8 KM) SOUTHEAST ALONG STATE HIGHWAY 139 FROM STRONGHOLD, MW0956'TO THE INTERSECTION WITH COUNTY ROAD 114, OLD ALTURAS HIGHWAY, THENCE MW0956'0.2 MILES (0.3 KM) SOUTHERLY ALONG STATE HIGHWAY 139. MARK IS 73 MW0956'FEET (22.3 M) EASTERLY FROM CENTERLINE OF HIGHWAY AND 2 FEET (0.6 M) MW0956'WESTERLY FROM AN ANGLE POINT IN A N-S FENCE. FROM THE MARK A ROCK MW0956'JACK IN FENCE RUNNING ALONG WEST SIDE OF HIGHWAY BEARS N 86 DEG W, MW0956'162 FEET, THE SOUTHEAST CORNER OF A CONCRETE PAD AT A SCALE SIGHT MW0956'BEARS N 36 DEG W, 331 FEET, AND A GATE POST AT NORTH SIDE OF A MW0956'DRIVEWAY ON EAST SIDE OF HIGHWAY BEARS S 20 DEG E, 284 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0953 *********************************************************************** MW0953 DESIGNATION - C 136 RESET MW0953 PID - MW0953 MW0953 STATE/COUNTY- CA/MODOC MW0953 USGS QUAD - ADIN (1993) MW0953 MW0953 *CURRENT SURVEY CONTROL MW0953 ___________________________________________________________________ MW0953* NAD 83(1986)- 41 11 23. (N) 120 56 36. (W) SCALED MW0953* NAVD 88 - 1283.56 (meters) 4211.1 (feet) RESET MW0953 ___________________________________________________________________ MW0953 GEOID HEIGHT- -22.84 (meters) GEOID99 MW0953 MW0953 VERT ORDER - THIRD MW0953 MW0953.The horizontal coordinates were scaled from a topographic map and have MW0953.an estimated accuracy of +/- 6 seconds. MW0953 MW0953.The orthometric height was computed from unverified reset data. MW0953.No vertical observational check was made to the station. MW0953 MW0953.The geoid height was determined by GEOID99. MW0953 MW0953; North East Units Estimated Accuracy MW0953;SPC CA 1 - 706,670. 2,088,640. MT (+/- 180 meters Scaled) MW0953 MW0953 SUPERSEDED SURVEY CONTROL MW0953 MW0953 NGVD 29 - 1282.52 (m) 4207.7 (f) RESET 3 MW0953 MW0953.Superseded values are not recommended for survey control. MW0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0953.See file dsdata.txt to determine how the superseded data were derived. MW0953 MW0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL724618(NAD 83) MW0953_MARKER: DV = VERTICAL CONTROL DISK MW0953_SETTING: 35 = BRIDGE DECK MW0953_STAMPING: C 136 RESET 1983 MW0953_MARK LOGO: NGS MW0953_MAGNETIC: N = NO MAGNETIC MATERIAL MW0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0953+STABILITY: SURFACE MOTION MW0953 MW0953 HISTORY - Date Condition Report By MW0953 HISTORY - 1989 MONUMENTED CADT MW0953 MW0953 STATION DESCRIPTION MW0953 MW0953'DESCRIBED BY CALTRANS 1989 MW0953'IN ADIN, ON U.S. HIGHWAY 299 AT THE BUTTE CREEK BRIDGE NO. 3-01 IN MW0953'THE SOUTHEAST CORNER OF THE DECK, 2 FEET (0.6 M) NORTH OF SOUTH END MW0953'OF BRIDGE, 6 INCHES WEST OF RAIL AND LEVEL WITH THE DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0955 *********************************************************************** MW0955 DESIGNATION - C 137 RESET MW0955 PID - MW0955 MW0955 STATE/COUNTY- CA/MODOC MW0955 USGS QUAD - ALTURAS (1993) MW0955 MW0955 *CURRENT SURVEY CONTROL MW0955 ___________________________________________________________________ MW0955* NAD 83(1986)- 41 29 49. (N) 120 35 46. (W) SCALED MW0955* NAVD 88 - 1326.65 (+/-2cm) 4352.5 (feet) VERTCON MW0955 ___________________________________________________________________ MW0955 GEOID HEIGHT- -22.09 (meters) GEOID99 MW0955 MW0955 VERT ORDER - THIRD (See Below) MW0955 MW0955.The horizontal coordinates were scaled from a topographic map and have MW0955.an estimated accuracy of +/- 6 seconds. MW0955 MW0955.The NAVD 88 height was computed by applying the VERTCON shift value to MW0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MW0955.The vertical order pertains to the superseded datum. MW0955 MW0955.The geoid height was determined by GEOID99. MW0955 MW0955; North East Units Estimated Accuracy MW0955;SPC CA 1 - 741,190. 2,117,220. MT (+/- 180 meters Scaled) MW0955 MW0955 SUPERSEDED SURVEY CONTROL MW0955 MW0955 NGVD 29 - 1325.57 (m) 4349.0 (f) RESET 3 MW0955 MW0955.Superseded values are not recommended for survey control. MW0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0955.See file dsdata.txt to determine how the superseded data were derived. MW0955 MW0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGL006967(NAD 83) MW0955_MARKER: DV = VERTICAL CONTROL DISK MW0955_SETTING: 37 = PARAPET WALL MW0955_STAMPING: C 137 RESET 1979 MW0955_MARK LOGO: NGS MW0955_MAGNETIC: N = NO MAGNETIC MATERIAL MW0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MW0955 MW0955 HISTORY - Date Condition Report By MW0955 HISTORY - 1980 MONUMENTED CADT MW0955 MW0955 STATION DESCRIPTION MW0955 MW0955'DESCRIBED BY CALTRANS 1980 MW0955'1.6 MILES (2.6 KM) WEST ALONG HIGHWAY 299 FROM THE WEST CITY LIMITS MW0955'OF ALTURAS, 0.1 MILE (0.2 KM) EAST OF RATTLESNAKE CREEK, IN THE TOP MW0955'OF THE NORTHEAST PARAPET OF A 6 FOOT (1.8 M) BY 8 FOOT (2.4 M) MW0955'CONCRETE BOX UNDER THE HIGHWAY, 23 FEET (7.0 M) NORTHEAST OF THE MW0955'CENTER LINE OF THE HIGHWAY AND 2 FEET (0.6 M) LOWER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0958 *********************************************************************** MW0958 DESIGNATION - C 602 RESET MW0958 PID - MW0958 MW0958 STATE/COUNTY- CA/MODOC MW0958 USGS QUAD - COPIC (1993) MW0958 MW0958 *CURRENT SURVEY CONTROL MW0958 ___________________________________________________________________ MW0958* NAD 83(1986)- 41 49 44. (N) 121 18 20. (W) SCALED MW0958* NAVD 88 - 1251.21 (meters) 4105.0 (feet) RESET MW0958 ___________________________________________________________________ MW0958 GEOID HEIGHT- -22.67 (meters) GEOID99 MW0958 MW0958 VERT ORDER - THIRD MW0958 MW0958.The horizontal coordinates were scaled from a topographic map and have MW0958.an estimated accuracy of +/- 6 seconds. MW0958 MW0958.The orthometric height was computed from unverified reset data. MW0958.No vertical observational check was made to the station. MW0958 MW0958.The geoid height was determined by GEOID99. MW0958 MW0958; North East Units Estimated Accuracy MW0958;SPC CA 1 - 777,350. 2,057,690. MT (+/- 180 meters Scaled) MW0958 MW0958 SUPERSEDED SURVEY CONTROL MW0958 MW0958 NGVD 29 - 1250.13 (m) 4101.5 (f) RESET 3 MW0958 MW0958.Superseded values are not recommended for survey control. MW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0958.See file dsdata.txt to determine how the superseded data were derived. MW0958 MW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM407321(NAD 83) MW0958_MARKER: DV = VERTICAL CONTROL DISK MW0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0958_STAMPING: C 602 RESET 1990 MW0958_MARK LOGO: NGS MW0958_MAGNETIC: N = NO MAGNETIC MATERIAL MW0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0958+STABILITY: SURFACE MOTION MW0958 MW0958 HISTORY - Date Condition Report By MW0958 HISTORY - 1990 MONUMENTED CADT MW0958 MW0958 STATION DESCRIPTION MW0958 MW0958'DESCRIBED BY CALTRANS 1990 MW0958'6.1 MILES (9.8 KM) SOUTHEAST ALONG STATE HIGHWAY 139 FROM STRONGHOLD MW0958'TO THE INTERSECTION WITH COUNTY ROAD 114, OLD ALTURAS HIGHWAY, THENCE MW0958'CONTINUING SOUTHERLY ALONG STATE HIGHWAY 139 FOR 1.1 MILES, MARK IS MW0958'64 FEET (19.5 M) EASTERLY FROM CENTERLINE OF HIGHWAY, AND 2 FEET MW0958'(0.6 M) WESTERLY FROM FENCE, FROM THE MARK, A ROCK JACK IN FENCE MW0958'RUNNING ALONG THE EAST SIDE OF THE HIGHWAY BEARS N 82 DEG E, 341 MW0958'FEET, AND A TELEPHONE POLE WITH BRACE BEARS N 70 DEG W, 113.5 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0954 *********************************************************************** MW0954 DESIGNATION - D 136 RESET MW0954 PID - MW0954 MW0954 STATE/COUNTY- CA/MODOC MW0954 USGS QUAD - ADIN (1993) MW0954 MW0954 *CURRENT SURVEY CONTROL MW0954 ___________________________________________________________________ MW0954* NAD 83(1986)- 41 11 51. (N) 120 56 36. (W) SCALED MW0954* NAVD 88 - 1282.37 (meters) 4207.2 (feet) RESET MW0954 ___________________________________________________________________ MW0954 GEOID HEIGHT- -22.81 (meters) GEOID99 MW0954 MW0954 VERT ORDER - THIRD MW0954 MW0954.The horizontal coordinates were scaled from a topographic map and have MW0954.an estimated accuracy of +/- 6 seconds. MW0954 MW0954.The orthometric height was computed from unverified reset data. MW0954.No vertical observational check was made to the station. MW0954 MW0954.The geoid height was determined by GEOID99. MW0954 MW0954; North East Units Estimated Accuracy MW0954;SPC CA 1 - 707,530. 2,088,630. MT (+/- 180 meters Scaled) MW0954 MW0954 SUPERSEDED SURVEY CONTROL MW0954 MW0954 NGVD 29 - 1281.33 (m) 4203.8 (f) RESET 3 MW0954 MW0954.Superseded values are not recommended for survey control. MW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0954.See file dsdata.txt to determine how the superseded data were derived. MW0954 MW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL724627(NAD 83) MW0954_MARKER: DV = VERTICAL CONTROL DISK MW0954_SETTING: 35 = BRIDGE DECK MW0954_STAMPING: D 136 RESET 1983 MW0954_MARK LOGO: NGS MW0954_MAGNETIC: N = NO MAGNETIC MATERIAL MW0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0954+STABILITY: SURFACE MOTION MW0954 MW0954 HISTORY - Date Condition Report By MW0954 HISTORY - 1989 MONUMENTED CADT MW0954 MW0954 STATION DESCRIPTION MW0954 MW0954'DESCRIBED BY CALTRANS 1989 MW0954'IN ADIN, ON U.S. HIGHWAY 299 AT THE ASH CREEK BRIDGE NO. 3-02 IN MW0954'THE SOUTHEAST CORNER OF THE DECK, 2 FEET (0.6 M) NORTH OF THE SOUTH MW0954'END OF BRIDGE, 6 INCHES WEST OF RAILING, AND LEVEL WITH BRIDGE DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0156 *********************************************************************** MW0156 DESIGNATION - E 136 RESET 1936 MW0156 PID - MW0156 MW0156 STATE/COUNTY- CA/MODOC MW0156 USGS QUAD - ADIN (1993) MW0156 MW0156 *CURRENT SURVEY CONTROL MW0156 ___________________________________________________________________ MW0156* NAD 83(1986)- 41 12 55. (N) 120 55 47. (W) SCALED MW0156* NAVD 88 - 1284.64 (meters) 4214.7 (feet) RESET MW0156 ___________________________________________________________________ MW0156 GEOID HEIGHT- -22.73 (meters) GEOID99 MW0156 MW0156 VERT ORDER - THIRD MW0156 MW0156.The horizontal coordinates were scaled from a topographic map and have MW0156.an estimated accuracy of +/- 6 seconds. MW0156 MW0156.The orthometric height was computed from unverified reset data. MW0156.No vertical observational check was made to the station. MW0156 MW0156.The geoid height was determined by GEOID99. MW0156 MW0156; North East Units Estimated Accuracy MW0156;SPC CA 1 - 709,520. 2,089,750. MT (+/- 180 meters Scaled) MW0156 MW0156 SUPERSEDED SURVEY CONTROL MW0156 MW0156 NGVD 29 - 1283.61 (m) 4211.3 (f) RESET 3 MW0156 MW0156.Superseded values are not recommended for survey control. MW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0156.See file dsdata.txt to determine how the superseded data were derived. MW0156 MW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL735647(NAD 83) MW0156_MARKER: DD = SURVEY DISK MW0156_SETTING: 30 = CULVERT MW0156_STAMPING: E 136 RESET 1936 MW0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MW0156 MW0156 HISTORY - Date Condition Report By MW0156 HISTORY - 1936 MONUMENTED CADH MW0156 HISTORY - 19870107 GOOD USGS MW0156 MW0156 STATION DESCRIPTION MW0156 MW0156'DESCRIBED BY CA DIV OF HIGHWAYS 1936 MW0156'1.6 MI N FROM ADIN. MW0156'1.6 MILES NORTH ALONG U.S. HIGHWAY 299 FROM ADIN, MODOC COUNTY, IN MW0156'FRONT OF THE HARPER RANCH HOUSE, AT A CONCRETE CULVERT, IN THE TOP MW0156'OF THE NORTHEAST CORNER OF THE HEADWALL. A STANDARD DISK, STAMPED MW0156'E 136 RESET 1936. NOTE-- THIS BENCH MARK WAS ESTABLISHED BY MW0156'ENGINEERS OF THE STATE DIVISION OF HIGHWAYS IN JULY 1936. MW0156 MW0156 STATION RECOVERY (1987) MW0156 MW0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DBK) MW0156'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0957 *********************************************************************** MW0957 DESIGNATION - E 602 RESET MW0957 PID - MW0957 MW0957 STATE/COUNTY- CA/MODOC MW0957 USGS QUAD - COPIC (1993) MW0957 MW0957 *CURRENT SURVEY CONTROL MW0957 ___________________________________________________________________ MW0957* NAD 83(1986)- 41 47 52. (N) 121 18 15. (W) SCALED MW0957* NAVD 88 - 1269.92 (meters) 4166.4 (feet) RESET MW0957 ___________________________________________________________________ MW0957 GEOID HEIGHT- -22.68 (meters) GEOID99 MW0957 MW0957 VERT ORDER - THIRD MW0957 MW0957.The horizontal coordinates were scaled from a topographic map and have MW0957.an estimated accuracy of +/- 6 seconds. MW0957 MW0957.The orthometric height was computed from unverified reset data. MW0957.No vertical observational check was made to the station. MW0957 MW0957.The geoid height was determined by GEOID99. MW0957 MW0957; North East Units Estimated Accuracy MW0957;SPC CA 1 - 773,890. 2,057,830. MT (+/- 180 meters Scaled) MW0957 MW0957 SUPERSEDED SURVEY CONTROL MW0957 MW0957 NGVD 29 - 1268.85 (m) 4162.9 (f) RESET 3 MW0957 MW0957.Superseded values are not recommended for survey control. MW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0957.See file dsdata.txt to determine how the superseded data were derived. MW0957 MW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM408287(NAD 83) MW0957_MARKER: DV = VERTICAL CONTROL DISK MW0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0957_STAMPING: E 602 RESET 1990 MW0957_MARK LOGO: NGS MW0957_MAGNETIC: N = NO MAGNETIC MATERIAL MW0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0957+STABILITY: SURFACE MOTION MW0957 MW0957 HISTORY - Date Condition Report By MW0957 HISTORY - 1990 MONUMENTED CADT MW0957 MW0957 STATION DESCRIPTION MW0957 MW0957'DESCRIBED BY CALTRANS 1990 MW0957'6.1 MILES (9.8 KM) SOUTHEAST ALONG STATE HIGHWAY 139 FROM STRONGHOLD, MW0957'TO THE INTERSECTION WITH COUNTY ROAD 114, OLD ALTURAS HIGHWAY, THENCE MW0957'CONTINUEING SOUTHERLY ALONG STATE HIGHWAY 139 FOR 3.2 MILES, MARK IS MW0957'62 FEET (18.9 M) EASTERLY FROM CENTERLINE OF HIGHWAY AND 320 FEET MW0957'(97.5 M) SOUTHERLY FROM A GRAVEL ROAD, FROM THE MARK A JUNIPER, MW0957'18-INCHES IN DIAMETER, BEARS N 6 DEG W, 258 FEET, A TELEPHONE POLE MW0957'WITH A RAILROAD SPIKE DRIVEN IN BASE BEARS N 34 DEG W, 232 FEET, AND MW0957'A TELEPHONE POLE 260 BEARS S 43 DEG W, 142 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0959 *********************************************************************** MW0959 DESIGNATION - G 602 RESET MW0959 PID - MW0959 MW0959 STATE/COUNTY- CA/MODOC MW0959 USGS QUAD - COPIC (1993) MW0959 MW0959 *CURRENT SURVEY CONTROL MW0959 ___________________________________________________________________ MW0959* NAD 83(1986)- 41 45 52. (N) 121 18 07. (W) SCALED MW0959* NAVD 88 - 1275.16 (meters) 4183.6 (feet) RESET MW0959 ___________________________________________________________________ MW0959 GEOID HEIGHT- -22.70 (meters) GEOID99 MW0959 MW0959 VERT ORDER - THIRD MW0959 MW0959.The horizontal coordinates were scaled from a topographic map and have MW0959.an estimated accuracy of +/- 6 seconds. MW0959 MW0959.The orthometric height was computed from unverified reset data. MW0959.No vertical observational check was made to the station. MW0959 MW0959.The geoid height was determined by GEOID99. MW0959 MW0959; North East Units Estimated Accuracy MW0959;SPC CA 1 - 770,190. 2,058,050. MT (+/- 180 meters Scaled) MW0959 MW0959 SUPERSEDED SURVEY CONTROL MW0959 MW0959 NGVD 29 - 1274.09 (m) 4180.1 (f) RESET 3 MW0959 MW0959.Superseded values are not recommended for survey control. MW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0959.See file dsdata.txt to determine how the superseded data were derived. MW0959 MW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM411250(NAD 83) MW0959_MARKER: DV = VERTICAL CONTROL DISK MW0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0959_STAMPING: G 602 RESET 1990 MW0959_MARK LOGO: NGS MW0959_MAGNETIC: N = NO MAGNETIC MATERIAL MW0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0959+STABILITY: SURFACE MOTION MW0959 MW0959 HISTORY - Date Condition Report By MW0959 HISTORY - 1990 MONUMENTED CADT MW0959 MW0959 STATION DESCRIPTION MW0959 MW0959'DESCRIBED BY CALTRANS 1990 MW0959'6.1 MILES (9.8 KM) SOUTHEAST ALONG STATE HIGHWAY 139 FROM STRONGHOLD MW0959'TO THE INTERSECTION WITH COUNTY ROAD 114, OLD ALTURAS HIGHWAY, THENCE MW0959'CONTINUING SOUTHERLY ALONG STATE HIGHWAY 139, 5.5 MILES, MARK IS 60 MW0959'FEET (18.3 M) EASTERLY FROM CENTERLINE OF HIGHWAY, FROM THE MARK A MW0959'FOREST SERVICE SIGN AT THE NORTHWEST CORNER OF THE INTERSECTION OF MW0959'HIGHWAY 139 AND THE ROAD TO CASUSE MOUNTAIN, BEARS N 14 DEG W, 458 MW0959'FEET, TELEPHONE POLE 525 BEARS S 19 DEG W, 279 FEET, AND A 23 INCH MW0959'JUNIPER STUMP BEARS S 9 DEG E, 281.5 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0025 *********************************************************************** MW0025 DESIGNATION - K 158 RESET 1954 MW0025 PID - MW0025 MW0025 STATE/COUNTY- CA/MODOC MW0025 USGS QUAD - SURPRISE STATION (1993) MW0025 MW0025 *CURRENT SURVEY CONTROL MW0025 ___________________________________________________________________ MW0025* NAD 83(1986)- 41 32 27. (N) 120 27 29. (W) SCALED MW0025* NAVD 88 - 1363.17 (meters) 4472.3 (feet) RESET MW0025 ___________________________________________________________________ MW0025 GEOID HEIGHT- -21.79 (meters) GEOID99 MW0025 MW0025 VERT ORDER - THIRD MW0025 MW0025.The horizontal coordinates were scaled from a topographic map and have MW0025.an estimated accuracy of +/- 6 seconds. MW0025 MW0025.The orthometric height was computed from unverified reset data. MW0025 MW0025.The geoid height was determined by GEOID99. MW0025 MW0025; North East Units Estimated Accuracy MW0025;SPC CA 1 - 746,260. 2,128,660. MT (+/- 180 meters Scaled) MW0025 MW0025 SUPERSEDED SURVEY CONTROL MW0025 MW0025 NGVD 29 - 1362.07 (m) 4468.7 (f) RESET 3 MW0025 MW0025.Superseded values are not recommended for survey control. MW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0025.See file dsdata.txt to determine how the superseded data were derived. MW0025 MW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM120019(NAD 83) MW0025_MARKER: DD = SURVEY DISK MW0025_SETTING: 0 = UNSPECIFIED SETTING MW0025_STAMPING: K 158 RESET 1954 MW0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MW0025 MW0025 HISTORY - Date Condition Report By MW0025 HISTORY - 1954 MONUMENTED CADH MW0025 HISTORY - 19870305 GOOD USGS MW0025 MW0025 STATION DESCRIPTION MW0025 MW0025'DESCRIBED BY CA DIV OF HIGHWAYS 1954 MW0025'5.9 MI NE FROM ALTURAS. MW0025'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 395 FROM THE HIGH SCHOOL MW0025'AT ALTURAS, MODOC COUNTY, 350 FEET EAST OF THE JUNCTION OF THE MW0025'HIGHWAY LEADING TO CEDARVILLE, AND 60 FEET SOUTH OF THE HIGHWAY MW0025'LEADING TO LAKEVIEW. MW0025 MW0025 STATION RECOVERY (1987) MW0025 MW0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (DBK) MW0025'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0163 *********************************************************************** MW0163 DESIGNATION - L 136 RESET 1940 MW0163 PID - MW0163 MW0163 STATE/COUNTY- CA/MODOC MW0163 USGS QUAD - ADIN PASS (1993) MW0163 MW0163 *CURRENT SURVEY CONTROL MW0163 ___________________________________________________________________ MW0163* NAD 83(1986)- 41 20 45. (N) 120 55 14. (W) SCALED MW0163* NAVD 88 - 1582.41 (meters) 5191.6 (feet) RESET MW0163 ___________________________________________________________________ MW0163 GEOID HEIGHT- -22.45 (meters) GEOID99 MW0163 MW0163 VERT ORDER - THIRD MW0163 MW0163.The horizontal coordinates were scaled from a topographic map and have MW0163.an estimated accuracy of +/- 6 seconds. MW0163 MW0163.The orthometric height was computed from unverified reset data. MW0163 MW0163.The geoid height was determined by GEOID99. MW0163 MW0163; North East Units Estimated Accuracy MW0163;SPC CA 1 - 724,020. 2,090,340. MT (+/- 180 meters Scaled) MW0163 MW0163 SUPERSEDED SURVEY CONTROL MW0163 MW0163 NGVD 29 - 1581.32 (m) 5188.0 (f) RESET 3 MW0163 MW0163.Superseded values are not recommended for survey control. MW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0163.See file dsdata.txt to determine how the superseded data were derived. MW0163 MW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL739792(NAD 83) MW0163_MARKER: DB = BENCH MARK DISK MW0163_SETTING: 0 = UNSPECIFIED SETTING MW0163_STAMPING: L 136 RESET 1940 MW0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MW0163 MW0163 HISTORY - Date Condition Report By MW0163 HISTORY - 1940 MONUMENTED CGS MW0163 HISTORY - 1961 GOOD USGS MW0163 MW0163 STATION DESCRIPTION MW0163 MW0163'DESCRIBED BY US GEOLOGICAL SURVEY 1961 MW0163'10.2 MI SW FROM CANBY. MW0163'10.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM CANBY, MODOC COUNTY, MW0163'AT THE SUMMIT OF ADIN MOUNTAIN, IN THE SOUTHWEST QUARTER OF MW0163'SECTION 34, T 41 N, R 9 E, ON EAT SLOPE OF SUMMIT. ABOUT 150 MW0163'FEET NORTH OF CENTERLINE OF PRESENT HIGHWAY, 45 FEET NORTH OF MW0163'CENTERLINE OF OLD HIGHWAY, 100 FEET SOUTHEAST OF A 24 INCH CEDAR MW0163'WITH A DEAD TOP, 105 FEET WEST OF A 20 INCH CEDAR. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0029 *********************************************************************** MW0029 DESIGNATION - N 158 RESET 1964 MW0029 PID - MW0029 MW0029 STATE/COUNTY- CA/MODOC MW0029 USGS QUAD - PAYNE PEAK (1993) MW0029 MW0029 *CURRENT SURVEY CONTROL MW0029 ___________________________________________________________________ MW0029* NAD 83(1986)- 41 33 27. (N) 120 21 52. (W) SCALED MW0029* NAVD 88 - 1594.49 (meters) 5231.3 (feet) RESET MW0029 ___________________________________________________________________ MW0029 GEOID HEIGHT- -21.46 (meters) GEOID99 MW0029 MW0029 VERT ORDER - THIRD MW0029 MW0029.The horizontal coordinates were scaled from a topographic map and have MW0029.an estimated accuracy of +/- 6 seconds. MW0029 MW0029.The orthometric height was computed from unverified reset data. MW0029 MW0029.The geoid height was determined by GEOID99. MW0029 MW0029; North East Units Estimated Accuracy MW0029;SPC CA 1 - 748,250. 2,136,430. MT (+/- 180 meters Scaled) MW0029 MW0029 SUPERSEDED SURVEY CONTROL MW0029 MW0029 NGVD 29 - 1593.36 (m) 5227.5 (f) RESET 3 MW0029 MW0029.Superseded values are not recommended for survey control. MW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0029.See file dsdata.txt to determine how the superseded data were derived. MW0029 MW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM197040(NAD 83) MW0029_MARKER: DB = BENCH MARK DISK MW0029_SETTING: 30 = CULVERT MW0029_STAMPING: N 158 RESET 1964 MW0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MW0029 MW0029 HISTORY - Date Condition Report By MW0029 HISTORY - 1964 MONUMENTED CGS MW0029 MW0029 STATION DESCRIPTION MW0029 MW0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 MW0029'11.3 MI ENE FROM ALTURAS. MW0029'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 395 FROM THE HIGH-SCHOOL AT MW0029'ALTURAS, MODOC COUNTY, THENCE 5.4 MILES EAST ALONG HIGHWAY 299 MW0029'LEADING TO CEDARVILLE. 25 FEET NORTHEAST OF THE CENTERLINE OF THE MW0029'HIGHWAY, IN THE NORTHEAST HEADWALL OF A CONCRETE CULVERT AT PM MW0029'46.063. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0169 *********************************************************************** MW0169 DESIGNATION - Q 136 RESET 1962 MW0169 PID - MW0169 MW0169 STATE/COUNTY- CA/MODOC MW0169 USGS QUAD - WASHINGTON MOUNTAIN (1993) MW0169 MW0169 *CURRENT SURVEY CONTROL MW0169 ___________________________________________________________________ MW0169* NAD 83(1986)- 41 24 03. (N) 120 55 53. (W) SCALED MW0169* NAVD 88 - 1310.03 (meters) 4298.0 (feet) RESET MW0169 ___________________________________________________________________ MW0169 GEOID HEIGHT- -22.48 (meters) GEOID99 MW0169 MW0169 VERT ORDER - THIRD MW0169 MW0169.The horizontal coordinates were scaled from a topographic map and have MW0169.an estimated accuracy of +/- 6 seconds. MW0169 MW0169.The orthometric height was computed from unverified reset data. MW0169 MW0169.The geoid height was determined by GEOID99. MW0169 MW0169; North East Units Estimated Accuracy MW0169;SPC CA 1 - 730,120. 2,089,350. MT (+/- 180 meters Scaled) MW0169 MW0169 SUPERSEDED SURVEY CONTROL MW0169 MW0169 NGVD 29 - 1308.99 (m) 4294.6 (f) RESET 3 MW0169 MW0169.Superseded values are not recommended for survey control. MW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0169.See file dsdata.txt to determine how the superseded data were derived. MW0169 MW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL729853(NAD 83) MW0169_MARKER: DB = BENCH MARK DISK MW0169_SETTING: 36 = BRIDGE MW0169_STAMPING: Q 136 RESET 1962 MW0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MW0169 MW0169 HISTORY - Date Condition Report By MW0169 HISTORY - 1962 MONUMENTED CADH MW0169 HISTORY - 19870210 GOOD USPSQD MW0169 MW0169 STATION DESCRIPTION MW0169 MW0169'DESCRIBED BY CA DIV OF HIGHWAYS 1962 MW0169'4.5 MI SW FROM CANBY. MW0169'4.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM CANBY, MODOC MW0169'COUNTY, AT THE BRIDGE OVER THE PIT RIVER AT THE NORTHWEST CORNER MW0169'OF THE BRIDGE ON THE CONCRETE BARRIER RAIL 17 FEET LEFT OF THE MW0169'CENTERLINE OF BRIDGE. MW0169 MW0169 STATION RECOVERY (1987) MW0169 MW0169'RECOVERY NOTE BY US POWER SQUADRON 1987 (LML) MW0169'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0059 *********************************************************************** MW0059 DESIGNATION - Q 159 RESET 1940 MW0059 PID - MW0059 MW0059 STATE/COUNTY- CA/MODOC MW0059 USGS QUAD - FORT BIDWELL (1993) MW0059 MW0059 *CURRENT SURVEY CONTROL MW0059 ___________________________________________________________________ MW0059* NAD 83(1986)- 41 49 54. (N) 120 10 22. (W) SCALED MW0059* NAVD 88 - 1398.23 (meters) 4587.4 (feet) RESET MW0059 ___________________________________________________________________ MW0059 GEOID HEIGHT- -21.16 (meters) GEOID99 MW0059 MW0059 VERT ORDER - THIRD MW0059 MW0059.The horizontal coordinates were scaled from a topographic map and have MW0059.an estimated accuracy of +/- 6 seconds. MW0059 MW0059.The orthometric height was computed from unverified reset data. MW0059 MW0059.The geoid height was determined by GEOID99. MW0059 MW0059; North East Units Estimated Accuracy MW0059;SPC CA 1 - 779,010. 2,151,780. MT (+/- 180 meters Scaled) MW0059 MW0059 SUPERSEDED SURVEY CONTROL MW0059 MW0059 NGVD 29 - 1396.99 (m) 4583.3 (f) RESET 3 MW0059 MW0059.Superseded values are not recommended for survey control. MW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0059.See file dsdata.txt to determine how the superseded data were derived. MW0059 MW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM347349(NAD 83) MW0059_MARKER: DD = SURVEY DISK MW0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0059_STAMPING: Q 159 RESET 1940 MW0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0059+STABILITY: SURFACE MOTION MW0059 MW0059 HISTORY - Date Condition Report By MW0059 HISTORY - 1940 MONUMENTED CADH MW0059 HISTORY - 19870402 MARK NOT FOUND USGS MW0059 HISTORY - 19870402 MARK NOT FOUND USPSQD MW0059 MW0059 STATION DESCRIPTION MW0059 MW0059'DESCRIBED BY CA DIV OF HIGHWAYS 1940 MW0059'2.8 MI S FROM FORT BIDWELL. MW0059'2.8 MILES SOUTH ALONG THE CEDARVILLE ROAD FROM THE PUBLIC SCHOOL MW0059'AT FORT BIDWELL, MODOC COUNTY, ABOUT 240 FEET SOUTH OF AN OLD MW0059'WATERING TROUGH AND TWO 3-FOOT SILVER POPLAR TREES, AT HIGHWAY MW0059'STATION 1258+75, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, AND MW0059'2 FEET FROM THE FENCE LINE. A STANDARD DISK, STAMPED Q 159 RESET MW0059'1940 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS BENCH MW0059'MARK WAS ESTABLISHED BY ENGINEERS OF THE CALIFORNIA DIVISION OF MW0059'HIGHWAYS IN MAY 1940. MW0059 MW0059 STATION RECOVERY (1987) MW0059 MW0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (LML) MW0059'MARK NOT FOUND. MW0059 MW0059 STATION RECOVERY (1987) MW0059 MW0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (LML) MW0059'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0960 *********************************************************************** MW0960 DESIGNATION - Q 602 RESET MW0960 PID - MW0960 MW0960 STATE/COUNTY- CA/MODOC MW0960 USGS QUAD - RIMROCK LAKE (1993) MW0960 MW0960 *CURRENT SURVEY CONTROL MW0960 ___________________________________________________________________ MW0960* NAD 83(1986)- 41 38 11. (N) 121 13 52. (W) SCALED MW0960* NAVD 88 - 1297.01 (meters) 4255.3 (feet) RESET MW0960 ___________________________________________________________________ MW0960 GEOID HEIGHT- -22.79 (meters) GEOID99 MW0960 MW0960 VERT ORDER - THIRD MW0960 MW0960.The horizontal coordinates were scaled from a topographic map and have MW0960.an estimated accuracy of +/- 6 seconds. MW0960 MW0960.The orthometric height was computed from unverified reset data. MW0960.No vertical observational check was made to the station. MW0960 MW0960.The geoid height was determined by GEOID99. MW0960 MW0960; North East Units Estimated Accuracy MW0960;SPC CA 1 - 756,020. 2,064,060. MT (+/- 180 meters Scaled) MW0960 MW0960 SUPERSEDED SURVEY CONTROL MW0960 MW0960 NGVD 29 - 1295.92 (m) 4251.7 (f) RESET 3 MW0960 MW0960.Superseded values are not recommended for survey control. MW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0960.See file dsdata.txt to determine how the superseded data were derived. MW0960 MW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM473109(NAD 83) MW0960_MARKER: DV = VERTICAL CONTROL DISK MW0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0960_STAMPING: Q 602 RESET 1990 MW0960_MARK LOGO: NGS MW0960_MAGNETIC: N = NO MAGNETIC MATERIAL MW0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0960+STABILITY: SURFACE MOTION MW0960 MW0960 HISTORY - Date Condition Report By MW0960 HISTORY - 1990 MONUMENTED CA-029 MW0960 MW0960 STATION DESCRIPTION MW0960 MW0960'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 MW0960'6.1 MILES (9.8 KM) SOUTHEAST ALONG STATE HIGHWAY 139 FROM STRONGHOLD MW0960'TO THE INTERSECTION WITH COUNTY ROAD 114, OLD ALTURAS HIGHWAY, THENCE MW0960'15.3 MILES (24.6 KM) SOUTHERLY ALONG STATE HIGHWAY 139, MARK IS 60 MW0960'FEET (18.3 M) NORTHEASTERLY FROM CENTERLINE OF HIGHWAY AND 28 FEET MW0960'(8.5 M) SOUTHWESTERLY FROM A FENCE, FROM THE MARK A 20-INCH DOUBLE MW0960'PINE BEARS S 76 DEG E, 252 FEET, A 28-INCH JUNIPER WITH A RAILROAD MW0960'SPIKE DRIVEN IN BASE ON NORTH SIDE BEARS S 34 DEG E, 91 FET, AND A MW0960'TELEPHONE POLE NO. 1670 BEARS S 01 DEG W, 559 FEET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0033 *********************************************************************** MW0033 DESIGNATION - R 158 RESET 1939 MW0033 PID - MW0033 MW0033 STATE/COUNTY- CA/MODOC MW0033 USGS QUAD - PAYNE PEAK (1993) MW0033 MW0033 *CURRENT SURVEY CONTROL MW0033 ___________________________________________________________________ MW0033* NAD 83(1986)- 41 33 36. (N) 120 17 06. (W) SCALED MW0033* NAVD 88 - 1823.03 (meters) 5981.1 (feet) RESET MW0033 ___________________________________________________________________ MW0033 GEOID HEIGHT- -21.31 (meters) GEOID99 MW0033 MW0033 VERT ORDER - THIRD MW0033 MW0033.The horizontal coordinates were scaled from a topographic map and have MW0033.an estimated accuracy of +/- 6 seconds. MW0033 MW0033.The orthometric height was computed from unverified reset data. MW0033 MW0033.The geoid height was determined by GEOID99. MW0033 MW0033; North East Units Estimated Accuracy MW0033;SPC CA 1 - 748,650. 2,143,050. MT (+/- 180 meters Scaled) MW0033 MW0033 SUPERSEDED SURVEY CONTROL MW0033 MW0033 NGVD 29 - 1821.79 (m) 5977.0 (f) RESET 3 MW0033 MW0033.Superseded values are not recommended for survey control. MW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0033.See file dsdata.txt to determine how the superseded data were derived. MW0033 MW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TGM264044(NAD 83) MW0033_MARKER: DD = SURVEY DISK MW0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0033_STAMPING: R 158 RESET 1939 MW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0033+STABILITY: SURFACE MOTION MW0033 MW0033 HISTORY - Date Condition Report By MW0033 HISTORY - 1939 MONUMENTED CADH MW0033 HISTORY - 1940 GOOD NGS MW0033 MW0033 STATION DESCRIPTION MW0033 MW0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 MW0033'7.6 MI W FROM CEDARVILLE. MW0033'7.6 MILES WEST ALONG THE HIGHWAY LEADING TO ALTURAS FROM THE MW0033'RANGER STATION AT CEDARVILLE, MODOC COUNTY, 0.4 MILE EAST OF THE MW0033'ENTRANCE TO THE CEDAR PASS CAMPING GROUNDS, 85 FEET WEST OF A MW0033'CULVERT OVER A CREEK, 3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, MW0033'AND 5 FEET EAST OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0174 *********************************************************************** MW0174 DESIGNATION - V 136 RESET 1954 MW0174 PID - MW0174 MW0174 STATE/COUNTY- CA/MODOC MW0174 USGS QUAD - CANBY (1993) MW0174 MW0174 *CURRENT SURVEY CONTROL MW0174 ___________________________________________________________________ MW0174* NAD 83(1986)- 41 27 09. (N) 120 48 23. (W) SCALED MW0174* NAVD 88 - 1325.92 (meters) 4350.1 (feet) RESET MW0174 ___________________________________________________________________ MW0174 GEOID HEIGHT- -22.41 (meters) GEOID99 MW0174 MW0174 VERT ORDER - THIRD MW0174 MW0174.The horizontal coordinates were scaled from a topographic map and have MW0174.an estimated accuracy of +/- 6 seconds. MW0174 MW0174.The orthometric height was computed from unverified reset data. MW0174 MW0174.The geoid height was determined by GEOID99. MW0174 MW0174; North East Units Estimated Accuracy MW0174;SPC CA 1 - 735,990. 2,099,730. MT (+/- 180 meters Scaled) MW0174 MW0174 SUPERSEDED SURVEY CONTROL MW0174 MW0174 NGVD 29 - 1324.85 (m) 4346.6 (f) RESET 3 MW0174 MW0174.Superseded values are not recommended for survey control. MW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0174.See file dsdata.txt to determine how the superseded data were derived. MW0174 MW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL832913(NAD 83) MW0174_MARKER: DD = SURVEY DISK MW0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0174_STAMPING: V 136 RESET 1954 MW0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0174+STABILITY: SURFACE MOTION MW0174 MW0174 HISTORY - Date Condition Report By MW0174 HISTORY - 1954 MONUMENTED CADH MW0174 HISTORY - 19870512 GOOD USGS MW0174 HISTORY - 19880512 GOOD USPSQD MW0174 MW0174 STATION DESCRIPTION MW0174 MW0174'DESCRIBED BY CA DIV OF HIGHWAYS 1954 MW0174'3.5 MI NE FROM CANBY. MW0174'3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM CANBY, MODOC MW0174'COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH TO THE JESSE MW0174'ESSEX RANCH, 97 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 94 MW0174'FEET WEST OF THE CENTER OF A WIRE GATE, AND 2 FEET NORTH OF A MW0174'BARBED-WIRE FENCE. MW0174 MW0174 STATION RECOVERY (1987) MW0174 MW0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1987 (TTS) MW0174'RECOVERED IN GOOD CONDITION. MW0174 MW0174 STATION RECOVERY (1988) MW0174 MW0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (TTS) MW0174'RECOVERED IN GOOD CONDITION.