1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HS2085 *********************************************************************** HS2085 DESIGNATION - COUNTY LINE MARKER N HS2085 PID - HS2085 HS2085 STATE/COUNTY- CA/STANISLAUS HS2085 USGS QUAD - KNIGHTS FERRY (1987) HS2085 HS2085 *CURRENT SURVEY CONTROL HS2085 ___________________________________________________________________ HS2085* NAD 83(1986)- 37 49 24. (N) 120 38 25. (W) SCALED HS2085* NAVD 88 - 134.896 (meters) 442.57 (feet) ADJUSTED HS2085 ___________________________________________________________________ HS2085 GEOID HEIGHT- -30.40 (meters) GEOID99 HS2085 DYNAMIC HT - 134.798 (meters) 442.25 (feet) COMP HS2085 MODELED GRAV- 979,905.1 (mgal) NAVD 88 HS2085 HS2085 VERT ORDER - FIRST CLASS II HS2085 HS2085.The horizontal coordinates were scaled from a topographic map and have HS2085.an estimated accuracy of +/- 6 seconds. HS2085 HS2085.The orthometric height was determined by differential leveling HS2085.and adjusted by the National Geodetic Survey in October 2003. HS2085.No vertical observational check was made to the station. HS2085 HS2085.The geoid height was determined by GEOID99. HS2085 HS2085.The dynamic height is computed by dividing the NAVD 88 HS2085.geopotential number by the normal gravity value computed on the HS2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2085.degrees latitude (g = 980.6199 gals.). HS2085 HS2085.The modeled gravity was interpolated from observed gravity values. HS2085 HS2085; North East Units Estimated Accuracy HS2085;SPC CA 3 - 646,870. 1,987,650. MT (+/- 180 meters Scaled) HS2085 HS2085 SUPERSEDED SURVEY CONTROL HS2085 HS2085 NGVD 29 (??/??/??) 134.16 (m) 440.2 (f) RESET 3 HS2085 HS2085.Superseded values are not recommended for survey control. HS2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2085.See file dsdata.txt to determine how the superseded data were derived. HS2085 HS2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG076888(NAD 83) HS2085_MARKER: Z = SEE DESCRIPTION HS2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2085+STABILITY: SURFACE MOTION HS2085 HS2085 HISTORY - Date Condition Report By HS2085 HISTORY - UNK MONUMENTED CA-093 HS2085 HISTORY - 1957 GOOD NGS HS2085 HISTORY - 1986 MARK NOT FOUND NGS HS2085 HS2085 STATION DESCRIPTION HS2085 HS2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HS2085'2.2 MI E FROM KNIGHTS FERRY. HS2085'0.8 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT HS2085'KNIGHTS FERRY, THENCE 0.3 MILE EAST ALONG A FORMER ALIGNMENT OF HS2085'STATE HIGHWAY 120, THENCE 1.1 MILES NORTHEAST ALONG STATE HIGHWAY HS2085'120, AT THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, HS2085'IN R 12 E, T 1 S, IN THE NORTHWEST QUARTER OF SECTION 27, 58 HS2085'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET HS2085'NORTH OF THE NORTHEAST END OF A STEEL GATE, ABOUT LEVEL WITH HS2085'THE HIGHWAY, AND PROJECTING 1.5 FEET ABOVE THE GROUND. NOTE-- THE HS2085'POST IS LOOSE IN THE GROUND AND IS LEANING. HS2085 HS2085 STATION RECOVERY (1986) HS2085 HS2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS2085'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HS2084 *********************************************************************** HS2084 DESIGNATION - COUNTY LINE MARKER S HS2084 PID - HS2084 HS2084 STATE/COUNTY- CA/STANISLAUS HS2084 USGS QUAD - KNIGHTS FERRY (1987) HS2084 HS2084 *CURRENT SURVEY CONTROL HS2084 ___________________________________________________________________ HS2084* NAD 83(1986)- 37 49 24. (N) 120 38 24. (W) SCALED HS2084* NAVD 88 - 134.638 (meters) 441.72 (feet) ADJUSTED HS2084 ___________________________________________________________________ HS2084 GEOID HEIGHT- -30.40 (meters) GEOID99 HS2084 DYNAMIC HT - 134.541 (meters) 441.41 (feet) COMP HS2084 MODELED GRAV- 979,904.9 (mgal) NAVD 88 HS2084 HS2084 VERT ORDER - FIRST CLASS II HS2084 HS2084.The horizontal coordinates were scaled from a topographic map and have HS2084.an estimated accuracy of +/- 6 seconds. HS2084 HS2084.The orthometric height was determined by differential leveling HS2084.and adjusted by the National Geodetic Survey in October 2003. HS2084.No vertical observational check was made to the station. HS2084 HS2084.The geoid height was determined by GEOID99. HS2084 HS2084.The dynamic height is computed by dividing the NAVD 88 HS2084.geopotential number by the normal gravity value computed on the HS2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2084.degrees latitude (g = 980.6199 gals.). HS2084 HS2084.The modeled gravity was interpolated from observed gravity values. HS2084 HS2084; North East Units Estimated Accuracy HS2084;SPC CA 3 - 646,870. 1,987,680. MT (+/- 180 meters Scaled) HS2084 HS2084 SUPERSEDED SURVEY CONTROL HS2084 HS2084 NGVD 29 (??/??/??) 133.91 (m) 439.3 (f) RESET 3 HS2084 HS2084.Superseded values are not recommended for survey control. HS2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2084.See file dsdata.txt to determine how the superseded data were derived. HS2084 HS2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG077888(NAD 83) HS2084_MARKER: Z = SEE DESCRIPTION HS2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2084+STABILITY: SURFACE MOTION HS2084 HS2084 HISTORY - Date Condition Report By HS2084 HISTORY - UNK MONUMENTED CA-093 HS2084 HISTORY - 1957 GOOD NGS HS2084 HISTORY - 1986 MARK NOT FOUND NGS HS2084 HS2084 STATION DESCRIPTION HS2084 HS2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HS2084'2.2 MI E FROM KNIGHTS FERRY. HS2084'0.8 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT HS2084'KNIGHTS FERRY, THENCE 0.3 MILE EAST ALONG A FORMER ALIGNMENT HS2084'OF STATE HIGHWAY 120, THENCE 1.1 MILES NORTHEAST ALONG STATE HS2084'HIGHWAY 120, IN R 12 E, T 1 S, IN THE NORTHWEST QUARTER OF HS2084'SECTION 27, AT THE STANISLAUS-TUOLUMNE COUNTY LINE, AT THE HS2084'T JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST, 59 1/2 FEET HS2084'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTHWEST HS2084'OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTHEAST OF STEEL HS2084'FENCE CORNER POST, 4.9 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST HS2084'OF A PORTION OF AN OLD ROCK WALL FENCE, AND ABOUT LEVEL WITH HS2084'THE HIGHWAY. HS2084 HS2084 STATION RECOVERY (1986) HS2084 HS2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS2084'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HS2082 *********************************************************************** HS2082 DESIGNATION - ROUTE 120 STA 665+20 HS2082 PID - HS2082 HS2082 STATE/COUNTY- CA/STANISLAUS HS2082 USGS QUAD - KNIGHTS FERRY (1987) HS2082 HS2082 *CURRENT SURVEY CONTROL HS2082 ___________________________________________________________________ HS2082* NAD 83(1986)- 37 49 19. (N) 120 38 34. (W) SCALED HS2082* NAVD 88 - 139.866 (meters) 458.88 (feet) ADJUSTED HS2082 ___________________________________________________________________ HS2082 GEOID HEIGHT- -30.42 (meters) GEOID99 HS2082 DYNAMIC HT - 139.765 (meters) 458.55 (feet) COMP HS2082 MODELED GRAV- 979,906.8 (mgal) NAVD 88 HS2082 HS2082 VERT ORDER - FIRST CLASS II HS2082 HS2082.The horizontal coordinates were scaled from a topographic map and have HS2082.an estimated accuracy of +/- 6 seconds. HS2082 HS2082.The orthometric height was determined by differential leveling HS2082.and adjusted by the National Geodetic Survey in October 2003. HS2082 HS2082.The geoid height was determined by GEOID99. HS2082 HS2082.The dynamic height is computed by dividing the NAVD 88 HS2082.geopotential number by the normal gravity value computed on the HS2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2082.degrees latitude (g = 980.6199 gals.). HS2082 HS2082.The modeled gravity was interpolated from observed gravity values. HS2082 HS2082; North East Units Estimated Accuracy HS2082;SPC CA 3 - 646,720. 1,987,430. MT (+/- 180 meters Scaled) HS2082 HS2082 SUPERSEDED SURVEY CONTROL HS2082 HS2082 NGVD 29 (??/??/92) 139.11 (m) 456.4 (f) COMPUTED 1 2 HS2082 HS2082.Superseded values are not recommended for survey control. HS2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2082.See file dsdata.txt to determine how the superseded data were derived. HS2082 HS2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG074886(NAD 83) HS2082_MARKER: DD = SURVEY DISK HS2082_SETTING: 30 = CULVERT HS2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2082 HS2082 HISTORY - Date Condition Report By HS2082 HISTORY - UNK MONUMENTED CADH HS2082 HISTORY - 1957 GOOD NGS HS2082 HISTORY - 1986 MARK NOT FOUND NGS HS2082 HS2082 STATION DESCRIPTION HS2082 HS2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HS2082'2 MI E FROM KNIGHTS FERRY. HS2082'0.8 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT HS2082'KNIGHTS FERRY, THENCE 0.3 MILE EAST ALONG A FORMER ALIGNMENT HS2082'OF STATE HIGHWAY 120, THENCE 0.9 MILE NORTHEAST ALONG STATE HS2082'HIGHWAY 120, 0.2 MILE SOUTHWEST OF THE STANISLAUS-TUOLUMNE HS2082'COUNTY LINE, IN R 12 E, T 1 S, IN THE NORTHWEST QUARTER OF HS2082'SECTION 27, AT 12-INCH CORRUGATED METAL PIPE CULVERT B-665+20, HS2082'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HS2082'HEAD WALL, 27 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, HS2082'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. HS2082 HS2082 STATION RECOVERY (1986) HS2082 HS2082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS2082'NOT RECOVERED.