1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AA4339 *********************************************************************** AA4339 DESIGNATION - F 219 RESET AA4339 PID - AA4339 AA4339 STATE/COUNTY- CA/TUOLUMNE AA4339 USGS QUAD - GROVELAND (1987) AA4339 AA4339 *CURRENT SURVEY CONTROL AA4339 ___________________________________________________________________ AA4339* NAD 83(1986)- 37 49 32. (N) 120 10 33. (W) SCALED AA4339* NAVD 88 - 979.20 (+/-2cm) 3212.6 (feet) VERTCON AA4339 ___________________________________________________________________ AA4339 GEOID HEIGHT- -28.01 (meters) GEOID99 AA4339 AA4339 VERT ORDER - THIRD (See Below) AA4339 AA4339.The horizontal coordinates were scaled from a topographic map and have AA4339.an estimated accuracy of +/- 6 seconds. AA4339 AA4339.The NAVD 88 height was computed by applying the VERTCON shift value to AA4339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4339.The vertical order pertains to the superseded datum. AA4339 AA4339.The geoid height was determined by GEOID99. AA4339 AA4339; North East Units Estimated Accuracy AA4339;SPC CA 3 - 647,160. 2,028,540. MT (+/- 180 meters Scaled) AA4339 AA4339 SUPERSEDED SURVEY CONTROL AA4339 AA4339 NGVD 29 - 978.41 (m) 3210.0 (f) RESET 3 AA4339 AA4339.Superseded values are not recommended for survey control. AA4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4339.See file dsdata.txt to determine how the superseded data were derived. AA4339 AA4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG485902(NAD 83) AA4339_MARKER: DV = VERTICAL CONTROL DISK AA4339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4339_STAMPING: F 219 RESET 1977 AA4339_MARK LOGO: NGS AA4339_MAGNETIC: N = NO MAGNETIC MATERIAL AA4339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4339+STABILITY: SURFACE MOTION AA4339 AA4339 HISTORY - Date Condition Report By AA4339 HISTORY - 1977 MONUMENTED CADT AA4339 AA4339 STATION DESCRIPTION AA4339 AA4339'DESCRIBED BY CALTRANS 1977 (PDG) AA4339'3.7 MILES (6.0 KM) SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST AA4339'OFFICE IN GROVELAND, 0.2 MILE (0.3 KM) NORTHWEST OF THE DRIVEWAY AA4339'ENTRANCE TO SUGAR PINE RANCH AND MOTEL, AT THE NORTHWEST END OF THE AA4339'NORTHEAST CUT SLOPE, 38 FEET (11.6 M) SOUTHERLY FROM FLARED END AA4339'SECTION ON NORTHEAST END OF 18 INCH CMP X-DRAIN, 26 1/2 FEET NORTHEAST AA4339'OF HIGHWAY CENTERLINE, 2.0 FEET (0.6 M) SOUTH OF WITNESS POST, 0.4 AA4339'FOOT (12.2 CM) HIGHER THAN HIGHWAY CENTERLINE, SET IN CONCRETE FLUSH AA4339'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 HS1002 *********************************************************************** HS1002 DESIGNATION - H 79 RESET 1960 HS1002 PID - HS1002 HS1002 STATE/COUNTY- CA/TUOLUMNE HS1002 USGS QUAD - JAWBONE RIDGE (1979) HS1002 HS1002 *CURRENT SURVEY CONTROL HS1002 ___________________________________________________________________ HS1002* NAD 83(1986)- 37 49 38. (N) 120 00 37. (W) SCALED HS1002* NAVD 88 - 878.24 (+/-2cm) 2881.4 (feet) VERTCON HS1002 ___________________________________________________________________ HS1002 GEOID HEIGHT- -27.28 (meters) GEOID99 HS1002 HS1002 VERT ORDER - THIRD (See Below) HS1002 HS1002.The horizontal coordinates were scaled from a topographic map and have HS1002.an estimated accuracy of +/- 6 seconds. HS1002 HS1002.The NAVD 88 height was computed by applying the VERTCON shift value to HS1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1002.The vertical order pertains to the superseded datum. HS1002 HS1002.The geoid height was determined by GEOID99. HS1002 HS1002; North East Units Estimated Accuracy HS1002;SPC CA 3 - 647,410. 2,043,110. MT (+/- 180 meters Scaled) HS1002 HS1002 SUPERSEDED SURVEY CONTROL HS1002 HS1002 NGVD 29 - 877.43 (m) 2878.7 (f) RESET 3 HS1002 HS1002.Superseded values are not recommended for survey control. HS1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1002.See file dsdata.txt to determine how the superseded data were derived. HS1002 HS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG631908(NAD 83) HS1002_MARKER: DB = BENCH MARK DISK HS1002_SETTING: 80 = SET IN A BOULDER HS1002_STAMPING: H 79 RESET 1960 HS1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1002+STABILITY: SURFACE MOTION HS1002 HS1002 HISTORY - Date Condition Report By HS1002 HISTORY - 1960 MONUMENTED CGS HS1002 HS1002 STATION DESCRIPTION HS1002 HS1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HS1002'4.6 MI W FROM HARDIN FLAT. HS1002'LOCATED 4.6 MILES WEST ALONG STATE HIGHWAY 120 FROM THE CHEVRON HS1002'SERVICE STATION AND CAFE AT HARDIN FLAT, 0.7 MILE NORTH OF THE HS1002'CLIFF HOUSE, AT THE Y JUNCTION OF CHERRY VALLEY ROAD LEADING HS1002'NORTHEAST, IN THE TOP OF 1- BY 2-FOOT BOULDER THAT PROJECTS HS1002'0.5 FOOT ABOVE THE GROUND, ABOUT 100 YARDS SOUTHEAST OF THE HS1002'JUNCTION, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.6 HS1002'FEET WEST OF A WOODEN WITNESS POST, 2 FEET SOUTH OF A 3- BY HS1002'3-FOOT BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND AND ABOUT HS1002'6 FEET ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 JR1288 *********************************************************************** JR1288 DESIGNATION - K 917 RESET JR1288 PID - JR1288 JR1288 STATE/COUNTY- CA/TUOLUMNE JR1288 USGS QUAD - DARDANELLE (1979) JR1288 JR1288 *CURRENT SURVEY CONTROL JR1288 ___________________________________________________________________ JR1288* NAD 83(1986)- 38 20 27. (N) 119 49 54. (W) SCALED JR1288* NAVD 88 - 1758.96 (+/-2cm) 5770.9 (feet) VERTCON JR1288 ___________________________________________________________________ JR1288 GEOID HEIGHT- -24.13 (meters) GEOID99 JR1288 JR1288 VERT ORDER - THIRD (See Below) JR1288 JR1288.The horizontal coordinates were scaled from a topographic map and have JR1288.an estimated accuracy of +/- 6 seconds. JR1288 JR1288.The NAVD 88 height was computed by applying the VERTCON shift value to JR1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JR1288.The vertical order pertains to the superseded datum. JR1288 JR1288.The geoid height was determined by GEOID99. JR1288 JR1288; North East Units Estimated Accuracy JR1288;SPC CA 3 - 704,510. 2,058,430. MT (+/- 180 meters Scaled) JR1288 JR1288 SUPERSEDED SURVEY CONTROL JR1288 JR1288 NGVD 29 - 1757.66 (m) 5766.6 (f) RESET 3 JR1288 JR1288.Superseded values are not recommended for survey control. JR1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JR1288.See file dsdata.txt to determine how the superseded data were derived. JR1288 JR1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC525474(NAD 83) JR1288_MARKER: DV = VERTICAL CONTROL DISK JR1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JR1288_STAMPING: K 917 RESET 1984 JR1288_MARK LOGO: NGS JR1288_MAGNETIC: N = NO MAGNETIC MATERIAL JR1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JR1288+STABILITY: SURFACE MOTION JR1288 JR1288 HISTORY - Date Condition Report By JR1288 HISTORY - 1984 MONUMENTED NGS JR1288 JR1288 STATION DESCRIPTION JR1288 JR1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 JR1288'IN DARDANELLE, NEAR THE CENTER OF A LARGE TRAFFIC ISLAND, 45.7 METERS JR1288'(149.9 FT) EAST OF THE EAST CORNER OF THE STORE, 27.4 METERS JR1288'(89.9 FT) SOUTHWEST FROM THE CENTER OF STATE HIGHWAY 108. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 HR0870 *********************************************************************** HR0870 DESIGNATION - P 219 RESET HR0870 PID - HR0870 HR0870 STATE/COUNTY- CA/TUOLUMNE HR0870 USGS QUAD - ASCENSION MOUNTAIN (1992) HR0870 HR0870 *CURRENT SURVEY CONTROL HR0870 ___________________________________________________________________ HR0870* NAD 83(1986)- 37 49 26. (N) 119 58 09. (W) SCALED HR0870* NAVD 88 - 1187.05 (+/-2cm) 3894.5 (feet) VERTCON HR0870 ___________________________________________________________________ HR0870 GEOID HEIGHT- -27.07 (meters) GEOID99 HR0870 HR0870 VERT ORDER - THIRD (See Below) HR0870 HR0870.The horizontal coordinates were scaled from a topographic map and have HR0870.an estimated accuracy of +/- 6 seconds. HR0870 HR0870.The NAVD 88 height was computed by applying the VERTCON shift value to HR0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0870.The vertical order pertains to the superseded datum. HR0870 HR0870.The geoid height was determined by GEOID99. HR0870 HR0870; North East Units Estimated Accuracy HR0870;SPC CA 3 - 647,060. 2,046,730. MT (+/- 180 meters Scaled) HR0870 HR0870 SUPERSEDED SURVEY CONTROL HR0870 HR0870 NGVD 29 - 1186.21 (m) 3891.8 (f) RESET 3 HR0870 HR0870.Superseded values are not recommended for survey control. HR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0870.See file dsdata.txt to determine how the superseded data were derived. HR0870 HR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB386904(NAD 83) HR0870_MARKER: DB = BENCH MARK DISK HR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0870_STAMPING: P 219 1935 RESET 1960 HR0870_MARK LOGO: CGS HR0870_PROJECTION: PROJECTING 15 CENTIMETERS HR0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0870+STABILITY: SURFACE MOTION HR0870 HR0870 HISTORY - Date Condition Report By HR0870 HISTORY - 1960 MONUMENTED CGS HR0870 HISTORY - 1986 GOOD NGS HR0870 HR0870 STATION DESCRIPTION HR0870 HR0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HR0870'1.7 MI NW FROM HARDIN FLAT. HR0870'LOCATED 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE CHEVRON HR0870'SERVICE STATION AND CAFE AT HARDIN FLAT, 0.15 MILE NORTHWEST OF THE HR0870'Y JUNCTION OF A GRADED DIRT ROAD LEADING EAST, AT THE T JUNCTION HR0870'OF A LOGGING TRAIL LEADING SOUTH, 60 FEET SOUTHEAST OF THE HR0870'CENTERLINE OF THE TRAIL, 58.5 FEET SOUTHWEST OF THE CENTERLINE OF HR0870'THE HIGHWAY, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT HR0870'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A HR0870'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. HR0870 HR0870 STATION RECOVERY (1986) HR0870 HR0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0870'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 9.5 KM (5.9 HR0870'MI) EAST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF MOORE CREEK HR0870'ROAD IN BUCK MEADOWS, 0.16 KM (0.10 MI) WEST OF MILEPOST 50, ON TOP HR0870'OF A 25 FT CUT BANK, 15.8 METERS (52.0 FT) SOUTHWEST OF THE HR0870'CENTERLINE OF THE HIGHWAY. NOTE--NOT LEVELED DURING THIS SURVEY, HR0870'INACESSIBLE. HR0870'THE MARK IS 0.5 METERS SE FROM A WITNESS POST HR0870'THE MARK IS 7.6 M ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 HS1040 *********************************************************************** HS1040 DESIGNATION - R 217 RESET HS1040 PID - HS1040 HS1040 STATE/COUNTY- CA/TUOLUMNE HS1040 USGS QUAD - SONORA (1987) HS1040 HS1040 *CURRENT SURVEY CONTROL HS1040 ___________________________________________________________________ HS1040* NAD 83(1986)- 37 59 22. (N) 120 26 50. (W) SCALED HS1040* NAVD 88 - 480.64 (+/-2cm) 1576.9 (feet) VERTCON HS1040 ___________________________________________________________________ HS1040 GEOID HEIGHT- -28.73 (meters) GEOID99 HS1040 HS1040 VERT ORDER - THIRD (See Below) HS1040 HS1040.The horizontal coordinates were scaled from a topographic map and have HS1040.an estimated accuracy of +/- 6 seconds. HS1040 HS1040.The NAVD 88 height was computed by applying the VERTCON shift value to HS1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1040.The vertical order pertains to the superseded datum. HS1040 HS1040.The geoid height was determined by GEOID99. HS1040 HS1040; North East Units Estimated Accuracy HS1040;SPC CA 3 - 665,300. 2,004,640. MT (+/- 180 meters Scaled) HS1040 HS1040 SUPERSEDED SURVEY CONTROL HS1040 HS1040 NGVD 29 - 479.89 (m) 1574.4 (f) RESET 3 HS1040 HS1040.Superseded values are not recommended for survey control. HS1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1040.See file dsdata.txt to determine how the superseded data were derived. HS1040 HS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH241077(NAD 83) HS1040_MARKER: DB = BENCH MARK DISK HS1040_SETTING: 80 = SET IN A BOULDER HS1040_STAMPING: R 217 1935 RESET 1959 HS1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1040+STABILITY: SURFACE MOTION HS1040 HS1040 HISTORY - Date Condition Report By HS1040 HISTORY - 1959 MONUMENTED CGS HS1040 HS1040 STATION DESCRIPTION HS1040 HS1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 HS1040'0.8 MI SE FROM TUTTLETOWN. HS1040'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 49 FROM TUTTLETOWN, 30.5 HS1040'FEET SOUTHEAST OF THE NORTHEAST END OF CULVERT A-3.96, 20.3 FEET HS1040'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 FEET SOUTHWEST HS1040'OF A FENCE LINE, 3.0 FEET NORTHEAST OF TELEPHONE POLE 2484, HS1040'ACROSS THE HIGHWAY FROM THE DRIVEWAY INTO THE R.H. STEELE HS1040'PROPERTY, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP HS1040'OF A BOULDER THAT PROJECTS 1 INCH ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 HS5472 *********************************************************************** HS5472 DESIGNATION - X 904 RESET HS5472 PID - HS5472 HS5472 STATE/COUNTY- CA/TUOLUMNE HS5472 USGS QUAD - SONORA (1987) HS5472 HS5472 *CURRENT SURVEY CONTROL HS5472 ___________________________________________________________________ HS5472* NAD 83(1986)- 37 56 29. (N) 120 25 57. (W) SCALED HS5472* NAVD 88 - 407.51 (meters) 1337.0 (feet) RESET HS5472 ___________________________________________________________________ HS5472 GEOID HEIGHT- -28.90 (meters) GEOID99 HS5472 HS5472 VERT ORDER - THIRD HS5472 HS5472.The horizontal coordinates were scaled from a topographic map and have HS5472.an estimated accuracy of +/- 6 seconds. HS5472 HS5472.The orthometric height was computed from unverified reset data. HS5472.No vertical observational check was made to the station. HS5472 HS5472.The geoid height was determined by GEOID99. HS5472 HS5472; North East Units Estimated Accuracy HS5472;SPC CA 3 - 659,970. 2,005,930. MT (+/- 180 meters Scaled) HS5472 HS5472 SUPERSEDED SURVEY CONTROL HS5472 HS5472 NGVD 29 - 406.76 (m) 1334.5 (f) RESET 3 HS5472 HS5472.Superseded values are not recommended for survey control. HS5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5472.See file dsdata.txt to determine how the superseded data were derived. HS5472 HS5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH256024(NAD 83) HS5472_MARKER: DV = VERTICAL CONTROL DISK HS5472_SETTING: 38 = BRIDGE ABUTMENT HS5472_STAMPING: X 904 RESET 1993 HS5472_MARK LOGO: NGS HS5472_MAGNETIC: N = NO MAGNETIC MATERIAL HS5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5472 HS5472 HISTORY - Date Condition Report By HS5472 HISTORY - 1993 MONUMENTED CADT HS5472 HS5472 STATION DESCRIPTION HS5472 HS5472'DESCRIBED BY CALTRANS 1993 HS5472'0.2 MILE (0.3 KM) SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN HS5472'JAMESTOWN, THENCE 0.8 MILE (1.3 KM) SOUTHWEST ALONG STATE HIGHWAY 108 HS5472'AND 49, IN T1N R14E MOM, NEAR THE SE CORNER OF THE NE 1/4 OF SECT. HS5472'16, AT CONCRETE BRIDGE 32-04 OVER WOODS CREEK, IN THE TOP OF THE HS5472'WESTERLY ABUTMENT ON THE NORTHERLY SIDE OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 JS4814 *********************************************************************** JS4814 DESIGNATION - Z 121 RESET JS4814 PID - JS4814 JS4814 STATE/COUNTY- CA/TUOLUMNE JS4814 USGS QUAD - STRAWBERRY (1979) JS4814 JS4814 *CURRENT SURVEY CONTROL JS4814 ___________________________________________________________________ JS4814* NAD 83(1986)- 38 10 16. (N) 120 02 21. (W) SCALED JS4814* NAVD 88 - 1718.70 (+/-2cm) 5638.8 (feet) VERTCON JS4814 ___________________________________________________________________ JS4814 GEOID HEIGHT- -25.40 (meters) GEOID99 JS4814 JS4814 VERT ORDER - THIRD (See Below) JS4814 JS4814.The horizontal coordinates were scaled from a topographic map and have JS4814.an estimated accuracy of +/- 6 seconds. JS4814 JS4814.The NAVD 88 height was computed by applying the VERTCON shift value to JS4814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4814.The vertical order pertains to the superseded datum. JS4814 JS4814.The geoid height was determined by GEOID99. JS4814 JS4814; North East Units Estimated Accuracy JS4814;SPC CA 3 - 685,560. 2,040,380. MT (+/- 180 meters Scaled) JS4814 JS4814 SUPERSEDED SURVEY CONTROL JS4814 JS4814 NGVD 29 - 1717.64 (m) 5635.3 (f) RESET 3 JS4814 JS4814.Superseded values are not recommended for survey control. JS4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4814.See file dsdata.txt to determine how the superseded data were derived. JS4814 JS4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGH593289(NAD 83) JS4814_MARKER: DV = VERTICAL CONTROL DISK JS4814_SETTING: 80 = SET IN A BOULDER JS4814_STAMPING: Z 121 RESET 1984 JS4814_MARK LOGO: NGS JS4814_MAGNETIC: N = NO MAGNETIC MATERIAL JS4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4814+STABILITY: SURFACE MOTION JS4814 JS4814 HISTORY - Date Condition Report By JS4814 HISTORY - 1984 MONUMENTED NGS JS4814 JS4814 STATION DESCRIPTION JS4814 JS4814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 JS4814'3.3 MILES (5.3 KM) SOUTHWEST ALONG STATE HIGHWAY 108 FROM THE POST JS4814'OFFICE IN STRAWBERRY, THEN 0.2 MILE (0.3 KM) NORTH-NORTHEAST ALONG JS4814'OLD STRAWBERRY ROAD, 25 FEET (7.6 M) WEST OF AN UNDERGROUND CABLE, 16 JS4814'FEET (4.9 M) NORTH OF A 6 FEET (1.8 M) HIGH BOULDER, 8.6 FEET JS4814'(2.6 M) EAST OF A 6 INCH PINE, IN THE TOP OF A 3 BY 5 FOOT (1.5 M) JS4814'BOULDER THAT PROJECTS 3 FEET. THE MARK WILL BE EAST OF THE ROAD AND JS4814'WEST OF THE SCHOOL AFTER CONSTRUCTION IS COMPLETED.