1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH5767 *********************************************************************** AH5767 DESIGNATION - F 1062 RESET AH5767 PID - AH5767 AH5767 STATE/COUNTY- CA/LAKE AH5767 USGS QUAD - BENMORE CANYON (1989) AH5767 AH5767 *CURRENT SURVEY CONTROL AH5767 ___________________________________________________________________ AH5767* NAD 83(1986)- 39 00 35. (N) 122 36 17. (W) SCALED AH5767* NAVD 88 - 538.00 (+/-2cm) 1765.1 (feet) VERTCON AH5767 ___________________________________________________________________ AH5767 GEOID HEIGHT- -29.37 (meters) GEOID99 AH5767 AH5767 VERT ORDER - THIRD (See Below) AH5767 AH5767.The horizontal coordinates were scaled from a topographic map and have AH5767.an estimated accuracy of +/- 6 seconds. AH5767 AH5767.The NAVD 88 height was computed by applying the VERTCON shift value to AH5767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5767.The vertical order pertains to the superseded datum. AH5767 AH5767.The geoid height was determined by GEOID99. AH5767 AH5767; North East Units Estimated Accuracy AH5767;SPC CA 2 - 649,260. 1,947,630. MT (+/- 180 meters Scaled) AH5767 AH5767 SUPERSEDED SURVEY CONTROL AH5767 AH5767 NGVD 29 - 537.15 (m) 1762.3 (f) RESET 3 AH5767 AH5767.Superseded values are not recommended for survey control. AH5767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5767.See file dsdata.txt to determine how the superseded data were derived. AH5767 AH5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ342179(NAD 83) AH5767_MARKER: DD = SURVEY DISK AH5767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5767_STAMPING: F 1062 1966 RESET 1972 AH5767_MARK LOGO: CADT AH5767_PROJECTION: FLUSH AH5767_MAGNETIC: N = NO MAGNETIC MATERIAL AH5767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5767+STABILITY: SURFACE MOTION AH5767 AH5767 HISTORY - Date Condition Report By AH5767 HISTORY - 1972 MONUMENTED CADT AH5767 AH5767 STATION DESCRIPTION AH5767 AH5767'DESCRIBED BY CALTRANS 1972 (JRM) AH5767'ABOUT 4.0 MILES (6.4 KM) EAST ALONG STATE HIGHWAY 20 FROM THE POST AH5767'OFFICE AT CLEARLAKE OAKS, AT THE SOUTHWEST END OF A THROUGH CUT, AT AH5767'HIGHWAY POST MILE 32.04. A CADT BRASS TABLET SET IN THE TOP OF A 10 AH5767'INCH DIAMETER CONCRETE POST THAT PROJECTS 0.2 FOOT. (6.1 CM) IT IS 40 AH5767'FEET (12.2 M) NORTHWESTERLY OF THE NEW HIGHWEAY CENTERLINE (NEW AH5767'ALIGNMENT IS CURRENTLY UNDER CONSTRUCTION) AND ABOUT 50 FEET (15.2 M) AH5767'NORTH OF A DIRT ROAD SOUTHEAST. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH5768 *********************************************************************** AH5768 DESIGNATION - G 1062 RESET AH5768 PID - AH5768 AH5768 STATE/COUNTY- CA/LAKE AH5768 USGS QUAD - BENMORE CANYON (1989) AH5768 AH5768 *CURRENT SURVEY CONTROL AH5768 ___________________________________________________________________ AH5768* NAD 83(1986)- 39 01 06. (N) 122 35 42. (W) SCALED AH5768* NAVD 88 - 456.53 (+/-2cm) 1497.8 (feet) VERTCON AH5768 ___________________________________________________________________ AH5768 GEOID HEIGHT- -29.36 (meters) GEOID99 AH5768 AH5768 VERT ORDER - THIRD (See Below) AH5768 AH5768.The horizontal coordinates were scaled from a topographic map and have AH5768.an estimated accuracy of +/- 6 seconds. AH5768 AH5768.The NAVD 88 height was computed by applying the VERTCON shift value to AH5768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5768.The vertical order pertains to the superseded datum. AH5768 AH5768.The geoid height was determined by GEOID99. AH5768 AH5768; North East Units Estimated Accuracy AH5768;SPC CA 2 - 650,210. 1,948,480. MT (+/- 180 meters Scaled) AH5768 AH5768 SUPERSEDED SURVEY CONTROL AH5768 AH5768 NGVD 29 - 455.68 (m) 1495.0 (f) RESET 3 AH5768 AH5768.Superseded values are not recommended for survey control. AH5768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5768.See file dsdata.txt to determine how the superseded data were derived. AH5768 AH5768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ350188(NAD 83) AH5768_MARKER: DD = SURVEY DISK AH5768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5768_STAMPING: G 1062 1966 RESET 1972 AH5768_MARK LOGO: CADT AH5768_PROJECTION: FLUSH AH5768_MAGNETIC: N = NO MAGNETIC MATERIAL AH5768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5768+STABILITY: SURFACE MOTION AH5768 AH5768 HISTORY - Date Condition Report By AH5768 HISTORY - 1972 MONUMENTED CADT AH5768 AH5768 STATION DESCRIPTION AH5768 AH5768'DESCRIBED BY CALTRANS 1972 (JRM) AH5768'ABOUT 4.8 MILES (7.7 KM) EAST ALONG STATE HIGHWAY 20 FROM THE POST AH5768'OFFICE AT CLEARLAKE OAKS, 380 FEET (115.8 M) EAST OF OLD LONG VALLEY AH5768'ROAD AND 54 FEET (16.5 M) NORTH OF THE NEW HIGHWAY CENTERLINE (NEW AH5768'ALIGNMENT IS CURRENTLY UNDER CONSTRUCTION) . A CADH BRASS TABLET SET AH5768'IN THE TOP OF A 10 INCH DIAMETER CONCRETE POST THAT PROJECTS 0.2 FOOT. AH5768'(6.1 CM) IT IS AT HIGHWAY POST MILE 32.92. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH5769 *********************************************************************** AH5769 DESIGNATION - H 1062 RESET AH5769 PID - AH5769 AH5769 STATE/COUNTY- CA/LAKE AH5769 USGS QUAD - BENMORE CANYON (1989) AH5769 AH5769 *CURRENT SURVEY CONTROL AH5769 ___________________________________________________________________ AH5769* NAD 83(1986)- 39 01 04. (N) 122 34 59. (W) SCALED AH5769* NAVD 88 - 377.90 (+/-2cm) 1239.8 (feet) VERTCON AH5769 ___________________________________________________________________ AH5769 GEOID HEIGHT- -29.38 (meters) GEOID99 AH5769 AH5769 VERT ORDER - THIRD (See Below) AH5769 AH5769.The horizontal coordinates were scaled from a topographic map and have AH5769.an estimated accuracy of +/- 6 seconds. AH5769 AH5769.The NAVD 88 height was computed by applying the VERTCON shift value to AH5769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5769.The vertical order pertains to the superseded datum. AH5769 AH5769.The geoid height was determined by GEOID99. AH5769 AH5769; North East Units Estimated Accuracy AH5769;SPC CA 2 - 650,140. 1,949,510. MT (+/- 180 meters Scaled) AH5769 AH5769 SUPERSEDED SURVEY CONTROL AH5769 AH5769 NGVD 29 - 377.05 (m) 1237.0 (f) RESET 3 AH5769 AH5769.Superseded values are not recommended for survey control. AH5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5769.See file dsdata.txt to determine how the superseded data were derived. AH5769 AH5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ360188(NAD 83) AH5769_MARKER: DD = SURVEY DISK AH5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5769_STAMPING: H 1062 1966 RESET 1972 AH5769_MARK LOGO: CADT AH5769_PROJECTION: FLUSH AH5769_MAGNETIC: N = NO MAGNETIC MATERIAL AH5769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5769+STABILITY: SURFACE MOTION AH5769 AH5769 HISTORY - Date Condition Report By AH5769 HISTORY - 1972 MONUMENTED CADT AH5769 AH5769 STATION DESCRIPTION AH5769 AH5769'DESCRIBED BY CALTRANS 1972 (JRM) AH5769'ABOUT 5.57 MILES (8.96 KM) EAST ALONG STATE HIGHWAY 20 FROM THE POST AH5769'OFFICE AT CLEARLAKE OAKS, 400 FEET (121.9 M) EAST OF A DIRT ROAD AH5769'SOUTH, 110 FEET (33.5 M) EAST OF THE SOUTH END OF A NEW CULVERT TO BE AH5769'CONSTRUCTED AT POST MILE 33.65 AND 40 FEET (12.2 M) SOUTH OF THE NEW AH5769'CENTERLINE (NEW ALIGNMENT IS CURRENTLY UNDER CONSTRUCTION) . IT IS 9 AH5769'FEET (2.7 M) NORTH OF A FENCE AND IS A CADT BRASS TABLET SET IN THE AH5769'TOP OF A 10 INCH DIAMETER CONCRETE POST THAT PR0JECTS 0.1 FOOT. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 KT0364 *********************************************************************** KT0364 DESIGNATION - H 55 USGS RESET 1974 KT0364 PID - KT0364 KT0364 STATE/COUNTY- CA/LAKE KT0364 USGS QUAD - WILBUR SPRINGS (1991) KT0364 KT0364 *CURRENT SURVEY CONTROL KT0364 ___________________________________________________________________ KT0364* NAD 83(1986)- 39 00 32. (N) 122 29 22. (W) SCALED KT0364* NAVD 88 - 420.19 (+/-2cm) 1378.6 (feet) VERTCON KT0364 ___________________________________________________________________ KT0364 GEOID HEIGHT- -29.44 (meters) GEOID99 KT0364 KT0364 VERT ORDER - THIRD (See Below) KT0364 KT0364.The horizontal coordinates were scaled from a topographic map and have KT0364.an estimated accuracy of +/- 6 seconds. KT0364 KT0364.The NAVD 88 height was computed by applying the VERTCON shift value to KT0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0364.The vertical order pertains to the superseded datum. KT0364 KT0364.The geoid height was determined by GEOID99. KT0364 KT0364; North East Units Estimated Accuracy KT0364;SPC CA 2 - 649,110. 1,957,610. MT (+/- 180 meters Scaled) KT0364 KT0364 SUPERSEDED SURVEY CONTROL KT0364 KT0364 NGVD 29 - 419.34 (m) 1375.8 (f) RESET 3 KT0364 KT0364.Superseded values are not recommended for survey control. KT0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0364.See file dsdata.txt to determine how the superseded data were derived. KT0364 KT0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ442178(NAD 83) KT0364_MARKER: DD = SURVEY DISK KT0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT0364_STAMPING: H 55 1932 RESET KT0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT0364+STABILITY: SURFACE MOTION KT0364 KT0364 HISTORY - Date Condition Report By KT0364 HISTORY - 1932 MONUMENTED CADH KT0364 HISTORY - 1974 GOOD USGS KT0364 KT0364 STATION DESCRIPTION KT0364 KT0364'DESCRIBED BY US GEOLOGICAL SURVEY 1974 KT0364'12.4 MI E FROM CLEARLAKE OAKS. KT0364'12.45 MILES EAST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT KT0364'CLEARLAKE OAKS, 120 FEET NORTHEAST ALONG HIGHWAY FROM CULVERT KT0364'AT PORT MILE 40.40, 36 FEET NORTHWEST OF THE CENTERLINE OF A NEW KT0364'HIGHWAY IMPROVEMENT CURRENTLY IN PROGRESS, IN AN OLD ABANDONED KT0364'ROAD 7 FEET ABOVE THE HIGHWAY EDGE OF PAVEMENT, A 4 INCH KT0364'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN THE TOP OF A KT0364'10 INCH DIAMETER, 18 INCH DEEP (TO ROCK) CONCRETE POST KT0364'PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 KT1188 *********************************************************************** KT1188 DESIGNATION - K 112 RESET 1938 KT1188 PID - KT1188 KT1188 STATE/COUNTY- CA/LAKE KT1188 USGS QUAD - COW MOUNTAIN (1975) KT1188 KT1188 *CURRENT SURVEY CONTROL KT1188 ___________________________________________________________________ KT1188* NAD 83(1986)- 39 10 42. (N) 123 01 00. (W) SCALED KT1188* NAVD 88 - 421.27 (+/-2cm) 1382.1 (feet) VERTCON KT1188 ___________________________________________________________________ KT1188 GEOID HEIGHT- -29.24 (meters) GEOID99 KT1188 KT1188 VERT ORDER - THIRD (See Below) KT1188 KT1188.The horizontal coordinates were scaled from a topographic map and have KT1188.an estimated accuracy of +/- 6 seconds. KT1188 KT1188.The NAVD 88 height was computed by applying the VERTCON shift value to KT1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT1188.The vertical order pertains to the superseded datum. KT1188 KT1188.The geoid height was determined by GEOID99. KT1188 KT1188; North East Units Estimated Accuracy KT1188;SPC CA 2 - 668,300. 1,912,160. MT (+/- 180 meters Scaled) KT1188 KT1188 SUPERSEDED SURVEY CONTROL KT1188 KT1188 NGVD 29 - 420.41 (m) 1379.3 (f) RESET 3 KT1188 KT1188.Superseded values are not recommended for survey control. KT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT1188.See file dsdata.txt to determine how the superseded data were derived. KT1188 KT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ985365(NAD 83) KT1188_MARKER: DB = BENCH MARK DISK KT1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KT1188_STAMPING: K 112 RESET 1938 KT1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT1188+STABILITY: SURFACE MOTION KT1188 KT1188 HISTORY - Date Condition Report By KT1188 HISTORY - 1938 MONUMENTED CADH KT1188 HISTORY - 1944 GOOD NGS KT1188 HISTORY - 1965 MARK NOT FOUND NGS KT1188 KT1188 STATION DESCRIPTION KT1188 KT1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 KT1188'7.5 MI NW FROM UPPER LAKE. KT1188'7.5 MILES NORTHWEST ALONG STATE HIGHWAY 20 FROM UPPER LAKE, KT1188'LAKE COUNTY, AT THE WEST END OF A CURVE, AT HIGHWAY STATION 82+87, KT1188'ON THE NORTHEAST SIDE OF BLUE LAKES, AND 43 FEET NORTHEAST OF THE KT1188'CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED K 112 RESET KT1188'1938 AND SET IN THE TOP OF A CONCRETE POST. KT1188 KT1188 STATION RECOVERY (1965) KT1188 KT1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 KT1188'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH5809 *********************************************************************** AH5809 DESIGNATION - LUCERNE RESET AH5809 PID - AH5809 AH5809 STATE/COUNTY- CA/LAKE AH5809 USGS QUAD - LUCERNE (1994) AH5809 AH5809 *CURRENT SURVEY CONTROL AH5809 ___________________________________________________________________ AH5809* NAD 83(1986)- 39 06 07. (N) 122 48 29. (W) SCALED AH5809* NAVD 88 - 405.37 (+/-2cm) 1330.0 (feet) VERTCON AH5809 ___________________________________________________________________ AH5809 GEOID HEIGHT- -29.13 (meters) GEOID99 AH5809 AH5809 VERT ORDER - THIRD (See Below) AH5809 AH5809.The horizontal coordinates were scaled from a topographic map and have AH5809.an estimated accuracy of +/- 6 seconds. AH5809 AH5809.The NAVD 88 height was computed by applying the VERTCON shift value to AH5809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5809.The vertical order pertains to the superseded datum. AH5809 AH5809.The geoid height was determined by GEOID99. AH5809 AH5809; North East Units Estimated Accuracy AH5809;SPC CA 2 - 659,630. 1,930,110. MT (+/- 180 meters Scaled) AH5809 AH5809 SUPERSEDED SURVEY CONTROL AH5809 AH5809 NGVD 29 - 404.50 (m) 1327.1 (f) RESET 3 AH5809 AH5809.Superseded values are not recommended for survey control. AH5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5809.See file dsdata.txt to determine how the superseded data were derived. AH5809 AH5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ165281(NAD 83) AH5809_MARKER: DS = TRIANGULATION STATION DISK AH5809_SETTING: 66 = SET IN ROCK OUTCROP AH5809_STAMPING: LUCERNE 1949 1976 AH5809_MARK LOGO: NGS AH5809_PROJECTION: FLUSH AH5809_MAGNETIC: N = NO MAGNETIC MATERIAL AH5809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH5809+STABILITY: POSITION/ELEVATION WELL AH5809 AH5809 HISTORY - Date Condition Report By AH5809 HISTORY - 1976 MONUMENTED NGS AH5809 AH5809 STATION DESCRIPTION AH5809 AH5809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH5809'1.1 MILES (1.8 KM) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION AH5809'OF 9TH AVENUE AT LUCERNE, BETWEEN THE HIGHWAY AND THE NORTHEAST SHORE AH5809'OF CLEAR LAKE, IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING ABOUT 2 AH5809'FEET (0.6 M) ABOVE THE GROUND, 45.8 FEET (14.0 M) SOUTHWEST OF THE AH5809'CENTERLINE OF THE HIGHWAY, 41.2 FEET (12.6 M) SOUTH OF A 24 INCH AH5809'MANHOLE COVER IN THE HIGHWAY SHOULDER, ABOUT 15 FEET (4.6 M) NORTHEAST AH5809'OF THE LAKE SHORE, AND ABOUT 3 FEET (0.9 M) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AH5796 *********************************************************************** AH5796 DESIGNATION - LUCERNE RM 3 AH5796 PID - AH5796 AH5796 STATE/COUNTY- CA/LAKE AH5796 USGS QUAD - LUCERNE (1994) AH5796 AH5796 *CURRENT SURVEY CONTROL AH5796 ___________________________________________________________________ AH5796* NAD 83(1986)- 39 06 07. (N) 122 48 29. (W) SCALED AH5796* NAVD 88 - 404.62 (+/-2cm) 1327.5 (feet) VERTCON AH5796 ___________________________________________________________________ AH5796 GEOID HEIGHT- -29.13 (meters) GEOID99 AH5796 AH5796 VERT ORDER - THIRD (See Below) AH5796 AH5796.The horizontal coordinates were scaled from a topographic map and have AH5796.an estimated accuracy of +/- 6 seconds. AH5796 AH5796.The NAVD 88 height was computed by applying the VERTCON shift value to AH5796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5796.The vertical order pertains to the superseded datum. AH5796 AH5796.The geoid height was determined by GEOID99. AH5796 AH5796; North East Units Estimated Accuracy AH5796;SPC CA 2 - 659,630. 1,930,110. MT (+/- 180 meters Scaled) AH5796 AH5796 SUPERSEDED SURVEY CONTROL AH5796 AH5796 NGVD 29 - 403.76 (m) 1324.7 (f) RESET 3 AH5796 AH5796.Superseded values are not recommended for survey control. AH5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5796.See file dsdata.txt to determine how the superseded data were derived. AH5796 AH5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ165281(NAD 83) AH5796_MARKER: DR = REFERENCE MARK DISK AH5796_SETTING: 66 = SET IN ROCK OUTCROP AH5796_STAMPING: LUCERNE 1949 NO 3 1976 AH5796_MARK LOGO: NGS AH5796_PROJECTION: FLUSH AH5796_MAGNETIC: N = NO MAGNETIC MATERIAL AH5796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH5796+STABILITY: POSITION/ELEVATION WELL AH5796 AH5796 HISTORY - Date Condition Report By AH5796 HISTORY - 1976 MONUMENTED NGS AH5796 HISTORY - 19770102 GOOD NGS AH5796 AH5796 STATION DESCRIPTION AH5796 AH5796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH5796'1.1 MILES (1.8 KM) NORTHWEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION AH5796'OF 9TH AVENUE AT LUCERNE, BETWEEN THE HIGHWAY AND THE NORTHEAST SHORE AH5796'OF CLEAR LAKE, IN THE TOP OF A LARGE ROCK OUTCROP PROJECTING ABOUT 4 AH5796'FEET (1.2 M) ABOVE THE GROUND, 50.6 FEET (15.4 M) SOUTHWEST OF THE AH5796'CENTERLINE OF THE HIGHWAY, 41.1 FEET (12.5 M) SOUTH SOUTHWEST OF A AH5796'MANHOLE COVER, 10.4 FEET (3.2 M) WEST OF TRI STATION LUCERNE 1949 AH5796'1976, AND ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY.