1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 HT3666 *********************************************************************** HT3666 DESIGNATION - HPGN CA 04 02 HT3666 PID - HT3666 HT3666 STATE/COUNTY- CA/SANTA CRUZ HT3666 USGS QUAD - DAVENPORT (1997) HT3666 HT3666 *CURRENT SURVEY CONTROL HT3666 ___________________________________________________________________ HT3666* NAD 83(1992)- 37 01 41.62950(N) 122 12 58.15715(W) ADJUSTED HT3666* NAVD 88 - 27.192 (meters) 89.21 (feet) ADJUSTED HT3666 ___________________________________________________________________ HT3666 EPOCH DATE - 1991.35 HT3666 X - -2,717,873.800 (meters) COMP HT3666 Y - -4,313,212.860 (meters) COMP HT3666 Z - 3,819,890.917 (meters) COMP HT3666 LAPLACE CORR- 10.49 (seconds) DEFLEC99 HT3666 ELLIP HEIGHT- -6.42 (meters) (05/15/92) GPS OBS HT3666 GEOID HEIGHT- -33.67 (meters) GEOID99 HT3666 DYNAMIC HT - 27.172 (meters) 89.15 (feet) COMP HT3666 MODELED GRAV- 979,917.1 (mgal) NAVD 88 HT3666 HT3666 HORZ ORDER - B HT3666 VERT ORDER - FIRST CLASS II HT3666 ELLP ORDER - FOURTH CLASS II HT3666 HT3666.The horizontal coordinates were established by GPS observations HT3666.and adjusted by the National Geodetic Survey in May 1992. HT3666.The horizontal coordinates are valid at the epoch date displayed above. HT3666.The epoch date for horizontal control is a decimal equivalence HT3666.of Year/Month/Day. HT3666 HT3666.The orthometric height was determined by differential leveling HT3666.and adjusted by the National Geodetic Survey in February 1993. HT3666 HT3666.The X, Y, and Z were computed from the position and the ellipsoidal ht. HT3666 HT3666.The Laplace correction was computed from DEFLEC99 derived deflections. HT3666 HT3666.The ellipsoidal height was determined by GPS observations HT3666.and is referenced to NAD 83. HT3666 HT3666.The geoid height was determined by GEOID99. HT3666 HT3666.The dynamic height is computed by dividing the NAVD 88 HT3666.geopotential number by the normal gravity value computed on the HT3666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HT3666.degrees latitude (g = 980.6199 gals.). HT3666 HT3666.The modeled gravity was interpolated from observed gravity values. HT3666 HT3666; North East Units Scale Converg. HT3666;SPC CA 3 - 560,024.193 1,847,306.000 MT 1.00000816 -1 03 02.5 HT3666;SPC CA 3 - 1,837,346.04 6,060,703.10 sFT 1.00000816 -1 03 02.5 HT3666;UTM 10 - 4,098,291.271 569,718.277 MT 0.99965988 +0 28 19.4 HT3666 HT3666 SUPERSEDED SURVEY CONTROL HT3666 HT3666 NAD 83(1986)- 37 01 41.62224(N) 122 12 58.15095(W) AD(1984.00) 1 HT3666 NGVD 29 - 26.378 (m) 86.54 (f) ADJUSTED 1 2 HT3666 HT3666.Superseded values are not recommended for survey control. HT3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HT3666.See file dsdata.txt to determine how the superseded data were derived. HT3666 HT3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEF6971898291(NAD 83) HT3666_MARKER: DD = SURVEY DISK HT3666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HT3666_STAMPING: HPGN-CALIF. STA. 04-02 1990 HT3666_MARK LOGO: CADT HT3666_PROJECTION: FLUSH HT3666_MAGNETIC: N = NO MAGNETIC MATERIAL HT3666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HT3666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HT3666+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2003 HT3666_ROD/PIPE-DEPTH: 1.3 meters HT3666 HT3666 HISTORY - Date Condition Report By HT3666 HISTORY - 1990 MONUMENTED CADT HT3666 HISTORY - 19910515 GOOD NGS HT3666 HISTORY - 19921102 GOOD NGS HT3666 HISTORY - 19921214 GOOD CA-085 HT3666 HISTORY - 19940201 GOOD NGS HT3666 HISTORY - 19940630 GOOD CADT HT3666 HISTORY - 19960715 GOOD NGS HT3666 HISTORY - 20020128 GOOD ASHTEC HT3666 HISTORY - 20030304 GOOD CADT HT3666 HT3666 STATION DESCRIPTION HT3666 HT3666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 HT3666'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTH OF THE JUNCTION HT3666'OF STATE HIGHWAYS 1 AND 9 IN SANTA CRUZ AND 1.7 MI (2.7 KM) NORTH OF HT3666'THE POST OFFICE IN DAVENPORT. HT3666'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 9 HT3666'IN SANTA CRUZ, GO NORTHEASTERLY ON HIGHWAY 1 FOR 13.5 MI (21.7 KM) TO HT3666'AN INTERSECTION, SWANTON ROAD ON THE NORTH AND DAVENPORT LANDING ON HT3666'THE SOUTH AND THE STATION ON THE SOUTH SIDE OF HIGHWAY 1. HT3666'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM HT3666'ACCESS COVER. LOCATED 58.4 FT (17.8 M) SOUTHWEST OF THE CENTERLINE HT3666'OF HIGHWAY 1 AND 52.4 FT (16.0 M) EAST OF THE CENTERLINE OF DAVENPORT HT3666'LANDING ROAD. HT3666 HT3666 STATION RECOVERY (1992) HT3666 HT3666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 HT3666'2.7 KM (1.65 MI) NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE POST HT3666'OFFICE IN DAVENPORT, 17.8 M (58.4 FT) SOUTHWEST OF THE HIGHWAY HT3666'CENTERLINE, 15.7 M (51.5 FT) EAST OF THE CENTERLINE OF DAVENPORT HT3666'LANDING ROAD, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 HT3666'M (1.6 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT HT3666'IS THROUGH A 5-INCH LOGO CAP. AN ALUMINUM ALLOY ROD DRIVEN TO HT3666'REFUSAL. HT3666 HT3666 STATION RECOVERY (1992) HT3666 HT3666'RECOVERY NOTE BY SANTA CLARA COUNTY CALIFORNIA 1992 (JLP) HT3666'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. HT3666' HT3666'THE STATION IS LOCATED NEAR DAVENPORT LANDING, ABOUT 11 MI (17.7 KM) HT3666'WEST-NORTHWEST OF THE CITY OF SANTA CRUZ AND ABOUT 8 MI (12.9 KM) HT3666'SOUTHEAST OF ANO NUEVO STATE RESERVE. HT3666' HT3666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 17 IN HT3666'THE CITY OF SANTA CRUZ, GO NORTH ON HIGHWAY 1 FOR 12.1 MI (19.5 KM) TO HT3666'THE COMMUNITY OF DAVENPORT. CONTINUE NORTH ON HIGHWAY 1 FOR 1.65 MI HT3666'(2.66 KM) TO THE INTERSECTION OF SWANTON ROAD ON THE RIGHT AND HT3666'DAVENPORT LANDING ROAD ON THE LEFT AND THE STATION OF THE LEFT. HT3666' HT3666'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET HT3666'IN CONCRETE FLUSH WITH THE GROUND, 58.4 FT (17.8 M) SOUTHWEST OF THE HT3666'CENTERLINE OF HIGHWAY 1, 52.4 FT (16.0 M) EAST OF THE CENTERLINE OF HT3666'DAVENPORT LANDING ROAD, 1.6 FT (0.5 M) WEST OF A FIBERGLASS WITNESS HT3666'POST, AND ABOUT 2 FT (0.6 M) HIGHER THAN THE HIGHWAY. HT3666 HT3666 STATION RECOVERY (1994) HT3666 HT3666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) HT3666'THE STATION IS LOCATED ABOUT45 KM SOUTHWEST OF SAN JOSE, 15 KM (9.3 HT3666'MI) NORTHWEST OF SANTA CRUZ, 3 KM (1.9 MI) NORTHWEST OF DAVENPORT, AND HT3666'ALONG STATE HIGHWAY 1. OWNERSHIP--CALIFORNIA DEPARTMENT OF HT3666'TRANSPORTATION. TO REACH FROM THE POST OFFICE IN DAVENPORT, GO HT3666'NORTHWESTERLY ON STATE HIGHWAY 1 FOR 2.7 KM (1.7 MI) TO THE STATION ON HT3666'THE LEFT. STATION MARK IS A STANDARD CADT ALUMINUM SURVEY DISK ATOP AN HT3666'ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY HT3666'CONCRETE SET FLUSH WITH THE GROUND. IT IS 17.8 M (58.4 FT) SOUTHWEST HT3666'OF, AND ABOUT 0.5 M (1.6 FT) HIGHER THAN, THE HIGHWAY CENTER, 15.7 M HT3666'(51.5 FT) EAST OF THE CENTER OF DAVENPORT LANDING ROAD, AND 0.5 M (1.6 HT3666'FT) WEST OF A WITNESS POST. HT3666 HT3666 STATION RECOVERY (1994) HT3666 HT3666'RECOVERY NOTE BY CALTRANS 1994 (DAN) HT3666'RECOVERED AS DESCRIBED. HT3666 HT3666 STATION RECOVERY (1996) HT3666 HT3666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF) HT3666'RECOVERED AS DESCRIBED. HT3666 HT3666 STATION RECOVERY (2002) HT3666 HT3666'RECOVERY NOTE BY ASHTECH 2002 (BDE) HT3666'RECOVERED IN GOOD CONDITION. HT3666 HT3666 STATION RECOVERY (2003) HT3666 HT3666'RECOVERY NOTE BY CALTRANS 2003 (RM) HT3666'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AB7669 *********************************************************************** AB7669 DESIGNATION - HPGN D CA 04 AL AB7669 PID - AB7669 AB7669 STATE/COUNTY- CA/SANTA CRUZ AB7669 USGS QUAD - WATSONVILLE EAST (1995) AB7669 AB7669 *CURRENT SURVEY CONTROL AB7669 ___________________________________________________________________ AB7669* NAD 83(1992)- 36 54 51.39374(N) 121 40 22.36441(W) ADJUSTED AB7669* NAVD 88 - 25.0 (meters) 82. (feet) GPS OBS AB7669 ___________________________________________________________________ AB7669 EPOCH DATE - 1991.35 AB7669 X - -2,680,847.385 (meters) COMP AB7669 Y - -4,345,261.105 (meters) COMP AB7669 Z - 3,809,786.333 (meters) COMP AB7669 LAPLACE CORR- 4.03 (seconds) DEFLEC99 AB7669 ELLIP HEIGHT- -8.04 (meters) (10/31/96) GPS OBS AB7669 GEOID HEIGHT- -33.06 (meters) GEOID99 AB7669 AB7669 HORZ ORDER - FIRST AB7669 ELLP ORDER - FOURTH CLASS I AB7669 AB7669.The horizontal coordinates were established by GPS observations AB7669.and adjusted by the National Geodetic Survey in October 1996. AB7669.The horizontal coordinates are valid at the epoch date displayed above. AB7669.The epoch date for horizontal control is a decimal equivalence AB7669.of Year/Month/Day. AB7669 AB7669.The orthometric height was determined by GPS observations and a AB7669.high-resolution geoid model. AB7669 AB7669.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB7669 AB7669.The Laplace correction was computed from DEFLEC99 derived deflections. AB7669 AB7669.The ellipsoidal height was determined by GPS observations AB7669.and is referenced to NAD 83. AB7669 AB7669.The geoid height was determined by GEOID99. AB7669 AB7669; North East Units Scale Converg. AB7669;SPC CA 3 - 546,632.472 1,895,482.076 MT 1.00003498 -0 43 05.1 AB7669;SPC CA 3 - 1,793,410.04 6,218,760.78 sFT 1.00003498 -0 43 05.1 AB7669;UTM 10 - 4,086,185.202 618,217.408 MT 0.99977217 +0 47 49.9 AB7669 AB7669 SUPERSEDED SURVEY CONTROL AB7669 AB7669.No superseded survey control is available for this station. AB7669 AB7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF1821786185(NAD 83) AB7669_MARKER: DD = SURVEY DISK AB7669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB7669_STAMPING: CA-HPGN-DENSIFICATION STA. 04-AL 1994 AB7669_MARK LOGO: CADT AB7669_PROJECTION: FLUSH AB7669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB7669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7669+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2003 AB7669_ROD/PIPE-DEPTH: 11.8 meters AB7669 AB7669 HISTORY - Date Condition Report By AB7669 HISTORY - 1994 MONUMENTED CADT AB7669 HISTORY - 20020711 GOOD CA-053 AB7669 HISTORY - 20030422 GOOD CADT AB7669 AB7669 STATION DESCRIPTION AB7669 AB7669'DESCRIBED BY CALTRANS 1994 (DAN) AB7669'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 129 NEAR THE AB7669'INTERSECTION OF MURPHY CROSSING ROAD, ABOUT 8 MI (12.9 KM) SOUTHWEST AB7669'OF GILROY AND 5 MI (8.0 KM) EAST OF WATSONVILLE. TO REACH THE STATION AB7669'FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 129, ON THE WEST SIDE OF AB7669'WATSONVILLE, GO EAST ON STATE HIGHWAY 129, ALSO KNOWN AS RIVERSIDE AB7669'DRIVE, FOR 1.45 MI (2.33 KM) TO THE INTERSECTION WITH MAIN STREET IN AB7669'WATSONVILLE. CONTINUE EAST ON HIGHWAY 129 FOR 4.8 MI (7.7 KM) TO A AB7669'SIDE ROAD RIGHT, MURPHY CROSSING ROAD. CONTINUE EAST ON HIGHWAY 129 AB7669'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT AT POST MILE 4.9. THE AB7669'STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN AB7669'CONCRETE FLUSH WITH THE GROUND, ABOUT 1218 FT (371.2 M) EAST OF THE AB7669'INTERSECTION OF HIGHWAY 129 AND MURPHY CROSSING ROAD, 355.4 FT (108.3 AB7669'M) NORTHWEST OF AND ACROSS HIGHWAY 129 FROM CALL BOX SZ-129-52, 151 FT AB7669'(46.0 M) NORTHEAST OF AND ACROSS HIGHWAY 129 FROM POWER POLE NO 252, AB7669'129 FT (39.3 M) NORTHWEST OF AND ACROSS HIGHWAY 129 FROM POWER POLE NO AB7669'251, 36.0 FT (11.0 M) NORTH OF THE CENTERLINE OF HIGHWAY 129, 2.0 FT AB7669'(0.6 M) EAST OF A CARSONITE WITNESS POST, 1.0 FT (0.3 M) SOUTH OF A AB7669'4.7 FT (1.4 M) TALL VERTICAL WOOD SLAT FENCE AND ABOUT 1.5 FT (0.5 M) AB7669'LOWER THAN HIGHWAY 129. THE DISK IS 0.3 FT (0.1 M) BELOW THE LID OF AB7669'THE ACCESS COVER. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA AB7669'HPGN DENSIFICATION SURVEY IN 1994. AB7669 AB7669 STATION RECOVERY (2002) AB7669 AB7669'RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 2002 (JAK) AB7669'PROTECTIVE COVER LID MISSING. OTHERWISE GOOD. AB7669 AB7669 STATION RECOVERY (2003) AB7669 AB7669'RECOVERY NOTE BY CALTRANS 2003 AB7669'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 GU4188 *********************************************************************** GU4188 DESIGNATION - K 1459 GU4188 PID - GU4188 GU4188 STATE/COUNTY- CA/SANTA CRUZ GU4188 USGS QUAD - WATSONVILLE WEST (1995) GU4188 GU4188 *CURRENT SURVEY CONTROL GU4188 ___________________________________________________________________ GU4188* NAD 83(1986)- 36 55 01. (N) 121 45 13. (W) SCALED GU4188* NAVD 88 - 13.356 (meters) 43.82 (feet) ADJUSTED GU4188 ___________________________________________________________________ GU4188 GEOID HEIGHT- -33.23 (meters) GEOID99 GU4188 DYNAMIC HT - 13.346 (meters) 43.79 (feet) COMP GU4188 MODELED GRAV- 979,886.8 (mgal) NAVD 88 GU4188 GU4188 VERT ORDER - FIRST CLASS II GU4188 GU4188.The horizontal coordinates were scaled from a topographic map and have GU4188.an estimated accuracy of +/- 6 seconds. GU4188 GU4188.The orthometric height was determined by differential leveling GU4188.and adjusted by the National Geodetic Survey in February 1993. GU4188 GU4188.The geoid height was determined by GEOID99. GU4188 GU4188.The dynamic height is computed by dividing the NAVD 88 GU4188.geopotential number by the normal gravity value computed on the GU4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU4188.degrees latitude (g = 980.6199 gals.). GU4188 GU4188.The modeled gravity was interpolated from observed gravity values. GU4188 GU4188; North East Units Estimated Accuracy GU4188;SPC CA 3 - 547,020. 1,888,290. MT (+/- 180 meters Scaled) GU4188 GU4188 SUPERSEDED SURVEY CONTROL GU4188 GU4188 NGVD 29 - 12.527 (m) 41.10 (f) ADJUSTED 1 2 GU4188 GU4188.Superseded values are not recommended for survey control. GU4188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4188.See file dsdata.txt to determine how the superseded data were derived. GU4188 GU4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF110863(NAD 83) GU4188_MARKER: I = METAL ROD GU4188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) GU4188_STAMPING: K 1459 1990 GU4188_MARK LOGO: NGS GU4188_PROJECTION: FLUSH GU4188_MAGNETIC: I = MARKER IS A STEEL ROD GU4188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU4188+STABILITY: POSITION/ELEVATION WELL GU4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GU4188+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003 GU4188_ROD/PIPE-DEPTH: 12.2 meters GU4188 GU4188 HISTORY - Date Condition Report By GU4188 HISTORY - 1990 MONUMENTED NGS GU4188 HISTORY - 19900418 GOOD NGS GU4188 HISTORY - 20030711 GOOD CA-053 GU4188 GU4188 STATION DESCRIPTION GU4188 GU4188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 GU4188'IN WATSONVILLE, AT THE INTERSECTION OF EAST FIFTH AND MADISON STREETS, GU4188'NEAR THE WEST CORNER OF A 11 BY 60-FOOT FLOWER BED AT THE MADISON GU4188'STREET CHILD CARE CENTER, 27 M (88.58 FT) WEST OF THE WEST CORNER OF GU4188'THE CHILD CARE CENTER, 27.6 M (90.55 FT) SOUTHEAST OF THE EXTENDED GU4188'CENTER OF EAST FIFTH STREET, 9.8 M (32.15 FT) NORTHEAST OF THE CENTER GU4188'OF MADISON STREET, 0.8 M (2.62 FT) EAST OF A FENCE CORNER, 0.6 M GU4188'(1.97 FT) SOUTH OF A FENCE, AND 0.3 M (0.98 FT) NORTHEAST OF A FENCE. GU4188'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. GU4188 GU4188 STATION RECOVERY (1990) GU4188 GU4188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GU4188'RECOVERED IN GOOD CONDITION. GU4188 GU4188 STATION RECOVERY (2003) GU4188 GU4188'RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 2003 (JSK) GU4188'RECENT 6 FT HIGH CHAIN LINK FENCE 3 FT WEST OF PT. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 GU2250 *********************************************************************** GU2250 DESIGNATION - T 738 RESET GU2250 PID - GU2250 GU2250 STATE/COUNTY- CA/SANTA CRUZ GU2250 USGS QUAD - WATSONVILLE WEST (1995) GU2250 GU2250 *CURRENT SURVEY CONTROL GU2250 ___________________________________________________________________ GU2250* NAD 83(1986)- 36 55 32. (N) 121 45 48. (W) SCALED GU2250* NAVD 88 - 28.338 (meters) 92.97 (feet) ADJUSTED GU2250 ___________________________________________________________________ GU2250 GEOID HEIGHT- -33.22 (meters) GEOID99 GU2250 DYNAMIC HT - 28.317 (meters) 92.90 (feet) COMP GU2250 MODELED GRAV- 979,883.4 (mgal) NAVD 88 GU2250 GU2250 VERT ORDER - FIRST CLASS II GU2250 GU2250.The horizontal coordinates were scaled from a topographic map and have GU2250.an estimated accuracy of +/- 6 seconds. GU2250 GU2250.The orthometric height was determined by differential leveling GU2250.and adjusted by the National Geodetic Survey in February 1993. GU2250 GU2250.The geoid height was determined by GEOID99. GU2250 GU2250.The dynamic height is computed by dividing the NAVD 88 GU2250.geopotential number by the normal gravity value computed on the GU2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU2250.degrees latitude (g = 980.6199 gals.). GU2250 GU2250.The modeled gravity was interpolated from observed gravity values. GU2250 GU2250; North East Units Estimated Accuracy GU2250;SPC CA 3 - 547,990. 1,887,440. MT (+/- 180 meters Scaled) GU2250 GU2250 SUPERSEDED SURVEY CONTROL GU2250 GU2250 NGVD 29 - 27.508 (m) 90.25 (f) ADJUSTED 1 2 GU2250 GU2250.Superseded values are not recommended for survey control. GU2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2250.See file dsdata.txt to determine how the superseded data were derived. GU2250 GU2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF101873(NAD 83) GU2250_MARKER: DB = BENCH MARK DISK GU2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2250_STAMPING: T 738 1945 RESET 1963 GU2250_MARK LOGO: CGS GU2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2250+STABILITY: SURFACE MOTION GU2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU2250+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003 GU2250 GU2250 HISTORY - Date Condition Report By GU2250 HISTORY - 1963 MONUMENTED CGS GU2250 HISTORY - 19900418 GOOD NGS GU2250 HISTORY - 20030711 GOOD CA-053 GU2250 GU2250 STATION DESCRIPTION GU2250 GU2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 GU2250'AT WATSONVILLE. GU2250'AT WATSONVILLE, 0.3 MILE NORTHEAST ALONG WALL STREET FROM THE GU2250'SOUTHERN PACIFIC COMPANY RAILROAD STATION, THENCE 1.0 MILE NORTHWEST GU2250'ALONG MAIN STREET, THENCE 0.2 MILE NORTHWEST ALONG FREEDOM GU2250'BOULEVARD, AT THE PIONEER CEMETERY, 92 YARDS NORTHWEST OF THE EAST GU2250'CORNER OF THE CEMETERY, 34.6 FEET SOUTHWEST OF THE CENTERLINE OF THE GU2250'BOULEVARD, 20.8 FEET SOUTHEAST OF TELEPHONE POLE 8, 9.1 FEET NORTH GU2250'OF A WOODEN WITNESS POST, 7 FEET NORTHWEST OF THE EXTENDED GU2250'CENTERLINE OF A CEMETERY ROAD, 3.4 FEET EAST OF THE EAST CORNER OF GU2250'THE SLAB OVER THE GRAVE OF ALBERT W. CRUSON, AND SET IN THE TOP OF GU2250'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. GU2250 GU2250 STATION RECOVERY (1990) GU2250 GU2250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 GU2250'IN WATSONVILLE AT THE PIONEER CEMETERY ALONG FREEDOM BOULEVARD, 36.0 M GU2250'(118.1 FT) SOUTHEAST OF THE PIONEER CEMETERY SIGN, 6.4 M (21.0 FT) GU2250'SOUTHEAST OF UTILITY POLE NUMBER 1385, 6.0 M (19.7 FT) SOUTHWEST OF GU2250'THE CENTERLINE OF THE SOUTHEAST LANE OF THE BOULEVARD, 1.1 M GU2250'(3.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB ON THE GU2250'GRAVE OF ALBERT W. CRUSON, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE GU2250'BOULEVARD, AND IN A CONCRETE MONUMENT PROJECTING 0.3 M (1.0 FT) ABOVE GU2250'THE GROUND SURFACE. GU2250 GU2250 STATION RECOVERY (2003) GU2250 GU2250'RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 2003 (JSK) GU2250'RECOVERED IN GOOD CONDITION.