1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HS4875 *********************************************************************** HS4875 DESIGNATION - GILROY CITY HALL CUPOLA HS4875 PID - HS4875 HS4875 STATE/COUNTY- CA/SANTA CLARA HS4875 USGS QUAD - GILROY (1993) HS4875 HS4875 *CURRENT SURVEY CONTROL HS4875 ___________________________________________________________________ HS4875* NAD 83(1992)- 37 00 25.13222(N) 121 34 06.71441(W) ADJUSTED HS4875* NAVD 88 - HS4875 ___________________________________________________________________ HS4875 EPOCH DATE - 1991.35 HS4875 LAPLACE CORR- -0.76 (seconds) DEFLEC99 HS4875 GEOID HEIGHT- -32.64 (meters) GEOID99 HS4875 HS4875 HORZ ORDER - THIRD HS4875 HS4875.The horizontal coordinates were established by classical geodetic methods HS4875.and adjusted by the National Geodetic Survey in March 1994. HS4875.The horizontal coordinates are valid at the epoch date displayed above. HS4875.The epoch date for horizontal control is a decimal equivalence HS4875.of Year/Month/Day. HS4875 HS4875 HS4875.The Laplace correction was computed from DEFLEC99 derived deflections. HS4875 HS4875.The geoid height was determined by GEOID99. HS4875 HS4875; North East Units Scale Converg. HS4875;SPC CA 3 - 556,808.820 1,904,897.739 MT 1.00001287 -0 39 15.1 HS4875;SPC CA 3 - 1,826,796.94 6,249,652.00 sFT 1.00001287 -0 39 15.1 HS4875;SPC CA 4 - 688,769.713 1,771,427.345 MT 0.99996283 -1 31 56.5 HS4875;SPC CA 4 - 2,259,738.63 5,811,757.88 sFT 0.99996283 -1 31 56.5 HS4875;UTM 10 - 4,096,604.542 627,358.451 MT 0.99979982 +0 51 42.2 HS4875 HS4875 SUPERSEDED SURVEY CONTROL HS4875 HS4875 NAD 83(1986)- 37 00 25.13165(N) 121 34 06.70722(W) AD(1984.00) 4 HS4875 NAD 27 - 37 00 25.34400(N) 121 34 02.95700(W) AD( ) 3 HS4875 HS4875.Superseded values are not recommended for survey control. HS4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4875.See file dsdata.txt to determine how the superseded data were derived. HS4875 HS4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF2735896605(NAD 83) HS4875_MARKER: 86 = CUPOLA HS4875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4875+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 HS4875 HS4875 HISTORY - Date Condition Report By HS4875 HISTORY - UNK FIRST OBSERVED HS4875 HISTORY - 1967 GOOD CGS HS4875 HISTORY - 1986 GOOD USPSQD HS4875 HISTORY - 1986 GOOD USPSQD HS4875 HISTORY - 20030919 GOOD USPSQD HS4875 HS4875 STATION DESCRIPTION HS4875 HS4875'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EHS) HS4875'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE WOODEN STAFF, HS4875'WITH A WEATHER VANE ON TOP, PROJECTING ABOVE THE CENTER OF THE HS4875'CUPOLA ON THE STONE AND BRICK OLD CITY HALL BUILDING AT THE NORTH HS4875'CORNER OF WEST SIXTH AND MONTEREY STREETS IN GILROY. HS4875' HS4875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS4875'AT GILROY. HS4875 HS4875 STATION RECOVERY (1986) HS4875 HS4875'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4875'RECOVERED IN GOOD CONDITION. HS4875 HS4875 STATION RECOVERY (1986) HS4875 HS4875'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4875'RECOVERED IN GOOD CONDITION. HS4875 HS4875 STATION RECOVERY (2003) HS4875 HS4875'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK) HS4875'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HS4872 *********************************************************************** HS4872 DESIGNATION - GILROY PRESB CH SPIRE HS4872 PID - HS4872 HS4872 STATE/COUNTY- CA/SANTA CLARA HS4872 USGS QUAD - GILROY (1993) HS4872 HS4872 *CURRENT SURVEY CONTROL HS4872 ___________________________________________________________________ HS4872* NAD 83(1992)- 37 00 26.78818(N) 121 34 19.33021(W) ADJUSTED HS4872* NAVD 88 - HS4872 ___________________________________________________________________ HS4872 EPOCH DATE - 1991.35 HS4872 LAPLACE CORR- -0.76 (seconds) DEFLEC99 HS4872 GEOID HEIGHT- -32.63 (meters) GEOID99 HS4872 HS4872 HORZ ORDER - THIRD HS4872 HS4872.The horizontal coordinates were established by classical geodetic methods HS4872.and adjusted by the National Geodetic Survey in March 1994. HS4872.The horizontal coordinates are valid at the epoch date displayed above. HS4872.The epoch date for horizontal control is a decimal equivalence HS4872.of Year/Month/Day. HS4872 HS4872 HS4872.The Laplace correction was computed from DEFLEC99 derived deflections. HS4872 HS4872.The geoid height was determined by GEOID99. HS4872 HS4872; North East Units Scale Converg. HS4872;SPC CA 3 - 556,863.433 1,904,586.437 MT 1.00001277 -0 39 22.8 HS4872;SPC CA 3 - 1,826,976.11 6,248,630.67 sFT 1.00001277 -0 39 22.8 HS4872;SPC CA 4 - 688,829.087 1,771,116.933 MT 0.99996288 -1 32 04.0 HS4872;SPC CA 4 - 2,259,933.43 5,810,739.47 sFT 0.99996288 -1 32 04.0 HS4872;UTM 10 - 4,096,650.891 627,045.880 MT 0.99979884 +0 51 34.7 HS4872 HS4872 SUPERSEDED SURVEY CONTROL HS4872 HS4872 NAD 83(1986)- 37 00 26.78641(N) 121 34 19.32590(W) AD(1984.00) 4 HS4872 NAD 27 - 37 00 26.98600(N) 121 34 15.55040(W) AD( ) 3 HS4872 HS4872.Superseded values are not recommended for survey control. HS4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4872.See file dsdata.txt to determine how the superseded data were derived. HS4872 HS4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF2704696651(NAD 83) HS4872_MARKER: 90 = CHURCH SPIRE HS4872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4872+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003 HS4872 HS4872 HISTORY - Date Condition Report By HS4872 HISTORY - 1947 FIRST OBSERVED CGS HS4872 HISTORY - 1962 GOOD CGS HS4872 HISTORY - 1967 GOOD CGS HS4872 HISTORY - 1986 GOOD USPSQD HS4872 HISTORY - 1986 GOOD USPSQD HS4872 HISTORY - 20030919 GOOD USPSQD HS4872 HS4872 STATION DESCRIPTION HS4872 HS4872'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EBB) HS4872'THE STATION IS THE WEATHER VANE ON THE TOP OF THE SPIRE OF THE HS4872'PRESBYTERIAN CHURCH. IT IS LOCATED AT THE SOUTHWEST CORNER HS4872'OF FIFTH AND CHURCH STREETS IN THE CITY OF GILROY. THE HS4872'SPIRE IS PAINTED WHITE AND IS ABOUT 100 FEET IN HEIGHT. HS4872 HS4872 STATION RECOVERY (1962) HS4872 HS4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCS) HS4872'STATION WAS RECOVERED AS DESCRIBED BY E.B. BROWN IN 1947. HS4872 HS4872 STATION RECOVERY (1967) HS4872 HS4872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EHS) HS4872'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1947 HS4872'DESCRIPTION IS ADEQUATE. HS4872' HS4872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS4872'AT GILROY. HS4872 HS4872 STATION RECOVERY (1986) HS4872 HS4872'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4872'RECOVERED IN GOOD CONDITION. HS4872 HS4872 STATION RECOVERY (1986) HS4872 HS4872'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4872'RECOVERED IN GOOD CONDITION. HS4872 HS4872 STATION RECOVERY (2003) HS4872 HS4872'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK) HS4872'THE PRESB. CHURCH BUILDINGS HAVE BEEN SOLD TO THE SALVATION ARMY. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HS4886 *********************************************************************** HS4886 DESIGNATION - MADRONE GRAPE GOLD WINE CO TK HS4886 PID - HS4886 HS4886 STATE/COUNTY- CA/SANTA CLARA HS4886 USGS QUAD - MORGAN HILL (1980) HS4886 HS4886 *CURRENT SURVEY CONTROL HS4886 ___________________________________________________________________ HS4886* NAD 83(1992)- 37 08 54.75426(N) 121 40 05.98311(W) ADJUSTED HS4886* NAVD 88 - HS4886 ___________________________________________________________________ HS4886 EPOCH DATE - 1991.35 HS4886 LAPLACE CORR- 1.07 (seconds) DEFLEC99 HS4886 GEOID HEIGHT- -32.33 (meters) GEOID99 HS4886 HS4886 HORZ ORDER - THIRD HS4886 HS4886.The horizontal coordinates were established by classical geodetic methods HS4886.and adjusted by the National Geodetic Survey in March 1994. HS4886.The horizontal coordinates are valid at the epoch date displayed above. HS4886.The epoch date for horizontal control is a decimal equivalence HS4886.of Year/Month/Day. HS4886 HS4886 HS4886.The Laplace correction was computed from DEFLEC99 derived deflections. HS4886 HS4886.The geoid height was determined by GEOID99. HS4886 HS4886; North East Units Scale Converg. HS4886;SPC CA 3 - 572,624.102 1,896,212.111 MT 0.99998409 -0 42 55.0 HS4886;SPC CA 3 - 1,878,684.24 6,221,155.90 sFT 0.99998409 -0 42 55.0 HS4886;UTM 10 - 4,112,180.915 618,258.901 MT 0.99977228 +0 48 15.4 HS4886 HS4886 SUPERSEDED SURVEY CONTROL HS4886 HS4886 NAD 83(1986)- 37 08 54.75257(N) 121 40 05.97423(W) AD(1984.00) 4 HS4886 NAD 27 - 37 08 54.94000(N) 121 40 02.16000(W) AD( ) 3 HS4886 HS4886.Superseded values are not recommended for survey control. HS4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4886.See file dsdata.txt to determine how the superseded data were derived. HS4886 HS4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG1825912181(NAD 83) HS4886 HS4886 HISTORY - Date Condition Report By HS4886 HISTORY - 1947 MONUMENTED CGS HS4886 HISTORY - 1986 GOOD USPSQD HS4886 HISTORY - 1986 GOOD USPSQD HS4886 HISTORY - 19870124 GOOD USPSQD HS4886 HISTORY - 20030919 GOOD USPSQD HS4886 HS4886 STATION DESCRIPTION HS4886 HS4886'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JTJ) HS4886'THE STATION IS THE KNOB ON THE TOP OF THE WATER TANK AT THE HS4886'GRAPE GOLD WINE COMPANY ON THE SOUTHERN OUTSKIRTS OF THE HS4886'TOWN OF MADRONE AND 1/4 MILE NORTH OF THE SUBWAY UNDER THE HS4886'RAILROAD TRACKS, OF THE 101 HIGHWAY. HS4886' HS4886'THE TANK IS AN ALUMINUM COLORED TANK ABOUT 15 FEET IN DIAMETER HS4886'AND 25 FEET TALL SET 60 FEET IN THE AIR ON STEEL LEGS THAT HS4886'ARE SET IN 3 FOOT SQUARE CONCRETE PIERS. THE 4 PIERS ARE HS4886'IN A 30 FOOT SQUARE. HS4886' HS4886'TO REACH THE STATION FROM THE BANK OF AMERICA BUILDING IN HS4886'THE TOWN OF MORGAN HILL, GO NORTH ON HIGHWAY 101 FOR 1.2 HS4886'MILES TO THE SOUTHERN OUTSKIRTS OF THE VILLAGE OF MADRONE HS4886'AND THE GRAPE GOLD WINE COMPANY. THE STATION IS QUITE HS4886'PROMINENTLY LOCATED, TO THE SOUTHEAST OF THE MAIN YARD. HS4886 HS4886 STATION RECOVERY (1986) HS4886 HS4886'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS4886'RECOVERED IN GOOD CONDITION. HS4886 HS4886 STATION RECOVERY (1986) HS4886 HS4886'RECOVERY NOTE BY US POWER SQUADRON 1986 (RJS) HS4886'RECOVERED IN GOOD CONDITION. HS4886 HS4886 STATION RECOVERY (1987) HS4886 HS4886'RECOVERY NOTE BY US POWER SQUADRON 1987 (CLM) HS4886'RECOVERED IN GOOD CONDITION. HS4886 HS4886 STATION RECOVERY (2003) HS4886 HS4886'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK) HS4886'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HS2754 *********************************************************************** HS2754 DESIGNATION - R 19 HS2754 PID - HS2754 HS2754 STATE/COUNTY- CA/SANTA CLARA HS2754 USGS QUAD - MORGAN HILL (1980) HS2754 HS2754 *CURRENT SURVEY CONTROL HS2754 ___________________________________________________________________ HS2754* NAD 83(1992)- 37 08 36.70292(N) 121 39 53.40735(W) ADJUSTED HS2754* NAVD 88 - 107.683 (meters) 353.29 (feet) ADJUSTED HS2754 ___________________________________________________________________ HS2754 EPOCH DATE - 1991.35 HS2754 X - -2,672,229.134 (meters) COMP HS2754 Y - -4,332,653.217 (meters) COMP HS2754 Z - 3,830,147.793 (meters) COMP HS2754 LAPLACE CORR- 0.93 (seconds) DEFLEC99 HS2754 ELLIP HEIGHT- 75.29 (meters) (03/08/94) GPS OBS HS2754 GEOID HEIGHT- -32.33 (meters) GEOID99 HS2754 DYNAMIC HT - 107.603 (meters) 353.03 (feet) COMP HS2754 MODELED GRAV- 979,882.8 (mgal) NAVD 88 HS2754 HS2754 HORZ ORDER - SECOND HS2754 VERT ORDER - FIRST CLASS I HS2754 ELLP ORDER - FOURTH CLASS I HS2754 HS2754.The horizontal coordinates were established by GPS observations HS2754.and adjusted by the National Geodetic Survey in March 1994. HS2754.The horizontal coordinates are valid at the epoch date displayed above. HS2754.The epoch date for horizontal control is a decimal equivalence HS2754.of Year/Month/Day. HS2754 HS2754.The orthometric height was determined by differential leveling HS2754.and adjusted by the National Geodetic Survey in February 1993. HS2754 HS2754.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS2754 HS2754.The Laplace correction was computed from DEFLEC99 derived deflections. HS2754 HS2754.The ellipsoidal height was determined by GPS observations HS2754.and is referenced to NAD 83. HS2754 HS2754.The geoid height was determined by GEOID99. HS2754 HS2754.The dynamic height is computed by dividing the NAVD 88 HS2754.geopotential number by the normal gravity value computed on the HS2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2754.degrees latitude (g = 980.6199 gals.). HS2754 HS2754.The modeled gravity was interpolated from observed gravity values. HS2754 HS2754; North East Units Scale Converg. HS2754;SPC CA 3 - 572,063.801 1,896,515.491 MT 0.99998500 -0 42 47.3 HS2754;SPC CA 3 - 1,876,845.99 6,222,151.24 sFT 0.99998500 -0 42 47.3 HS2754;UTM 10 - 4,111,628.972 618,576.965 MT 0.99977321 +0 48 22.6 HS2754 HS2754 SUPERSEDED SURVEY CONTROL HS2754 HS2754 NAD 83(1986)- 37 08 36.70194(N) 121 39 53.40098(W) AD(1984.00) 2 HS2754 NAVD 88 (06/15/91) 107.709 (m) 353.38 (f) UNKNOWN 1 1 HS2754 NGVD 29 (10/21/93) 106.829 (m) 350.49 (f) ADJUSTED 1 1 HS2754 HS2754.Superseded values are not recommended for survey control. HS2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2754.See file dsdata.txt to determine how the superseded data were derived. HS2754 HS2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG1857711629(NAD 83) HS2754_MARKER: DB = BENCH MARK DISK HS2754_SETTING: 32 = HEADWALL HS2754_STAMPING: R 19 1919 HS2754_MARK LOGO: CGS HS2754_MAGNETIC: O = OTHER; SEE DESCRIPTION HS2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2754+STABILITY: SURFACE MOTION HS2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS2754+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1989 HS2754 HS2754 HISTORY - Date Condition Report By HS2754 HISTORY - 1919 MONUMENTED CGS HS2754 HISTORY - 1967 GOOD NGS HS2754 HISTORY - 1969 GOOD NGS HS2754 HISTORY - 19870124 GOOD USPSQD HS2754 HISTORY - 19881123 GOOD NGS HS2754 HISTORY - 19890608 GOOD HS2754 HISTORY - 19900202 GOOD NGS HS2754 HISTORY - 20030919 GOOD USPSQD HS2754 HS2754 STATION DESCRIPTION HS2754 HS2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS2754'1 MI NW FROM MORGAN HILL. HS2754'1.05 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2754'FROM THE CROSSING OF EAST MAIN AVENUE AT MORGAN HILL, AT 24-INCH HS2754'CAST IRON PIPE CULVERT 69.60, IN THE TOP OF THE SOUTHEAST END HS2754'OF THE SOUTHWEST CONCRETE HEAD WALL, 9.8 FEET SOUTHWEST OF THE HS2754'SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK. HS2754 HS2754 STATION RECOVERY (1969) HS2754 HS2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS2754'RECOVERED IN GOOD CONDITION. HS2754 HS2754 STATION RECOVERY (1987) HS2754 HS2754'RECOVERY NOTE BY US POWER SQUADRON 1987 (CLM) HS2754'RECOVERED IN GOOD CONDITION. HS2754 HS2754 STATION RECOVERY (1988) HS2754 HS2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2754'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.7 KM HS2754'(1.05 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS2754'JUNCTION OF MAIN AVENUE IN MORGAN HILL. HS2754 HS2754 STATION RECOVERY (1989) HS2754 HS2754'RECOVERED 1989 HS2754'RECOVERED IN GOOD CONDITION. HS2754 HS2754 STATION RECOVERY (1990) HS2754 HS2754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2754'RECOVERED IN GOOD CONDITION. HS2754 HS2754 STATION RECOVERY (2003) HS2754 HS2754'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK) HS2754'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HS2753 *********************************************************************** HS2753 DESIGNATION - RV 2501 HS2753 PID - HS2753 HS2753 STATE/COUNTY- CA/SANTA CLARA HS2753 USGS QUAD - MORGAN HILL (1980) HS2753 HS2753 *CURRENT SURVEY CONTROL HS2753 ___________________________________________________________________ HS2753* NAD 83(1986)- 37 08 28. (N) 121 39 45. (W) SCALED HS2753* NAVD 88 - 108.374 (meters) 355.56 (feet) ADJUSTED HS2753 ___________________________________________________________________ HS2753 GEOID HEIGHT- -32.33 (meters) GEOID99 HS2753 DYNAMIC HT - 108.293 (meters) 355.29 (feet) COMP HS2753 MODELED GRAV- 979,883.1 (mgal) NAVD 88 HS2753 HS2753 VERT ORDER - FIRST CLASS I HS2753 HS2753.The horizontal coordinates were scaled from a topographic map and have HS2753.an estimated accuracy of +/- 6 seconds. HS2753 HS2753.The orthometric height was determined by differential leveling HS2753.and adjusted by the National Geodetic Survey in February 1993. HS2753 HS2753.The geoid height was determined by GEOID99. HS2753 HS2753.The dynamic height is computed by dividing the NAVD 88 HS2753.geopotential number by the normal gravity value computed on the HS2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS2753.degrees latitude (g = 980.6199 gals.). HS2753 HS2753.The modeled gravity was interpolated from observed gravity values. HS2753 HS2753; North East Units Estimated Accuracy HS2753;SPC CA 3 - 571,790. 1,896,720. MT (+/- 180 meters Scaled) HS2753 HS2753 SUPERSEDED SURVEY CONTROL HS2753 HS2753 NAVD 88 (06/15/91) 108.398 (m) 355.64 (f) UNKNOWN 1 1 HS2753 NGVD 29 (10/21/93) 107.519 (m) 352.75 (f) ADJUSTED 1 1 HS2753 HS2753.Superseded values are not recommended for survey control. HS2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2753.See file dsdata.txt to determine how the superseded data were derived. HS2753 HS2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG187113(NAD 83) HS2753_MARKER: R = RIVET HS2753_SETTING: 38 = ABUTMENT HS2753_MARK LOGO: NONE HS2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS2753+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1988 HS2753 HS2753 HISTORY - Date Condition Report By HS2753 HISTORY - UNK MONUMENTED CAGS HS2753 HISTORY - 1967 GOOD NGS HS2753 HISTORY - 1969 GOOD NGS HS2753 HISTORY - 1986 GOOD USPSQD HS2753 HISTORY - 19870124 GOOD USPSQD HS2753 HISTORY - 19881123 GOOD NGS HS2753 HISTORY - 19900202 GOOD NGS HS2753 HISTORY - 20030919 MARK NOT FOUND USPSQD HS2753 HS2753 STATION DESCRIPTION HS2753 HS2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HS2753'0.8 MI NW FROM MORGAN HILL. HS2753'0.85 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2753'FROM THE CROSSING OF EAST MAIN AVENUE AT MORGAN HILL, AT A BRIDGE HS2753'OVER U.S. HIGHWAY 101, IN THE TOP OF THE NORTHEAST END OF THE HS2753'SOUTHEAST CONCRETE ABUTMENT, 10.1 FEET NORTHEAST OF THE NORTHEAST HS2753'RAIL, AND ABOUT LEVEL WITH THE TRACK. HS2753 HS2753 STATION RECOVERY (1969) HS2753 HS2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 HS2753'RECOVERED IN GOOD CONDITION. HS2753 HS2753 STATION RECOVERY (1986) HS2753 HS2753'RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP) HS2753'RECOVERED IN GOOD CONDITION. HS2753 HS2753 STATION RECOVERY (1987) HS2753 HS2753'RECOVERY NOTE BY US POWER SQUADRON 1987 (CLM) HS2753'RECOVERED IN GOOD CONDITION. HS2753 HS2753 STATION RECOVERY (1988) HS2753 HS2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS2753'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.4 KM HS2753'(0.85 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS2753'JUNCTION OF MAIN AVENUE IN MORGAN HILL. HS2753 HS2753 STATION RECOVERY (1990) HS2753 HS2753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HS2753'RECOVERED IN GOOD CONDITION. HS2753 HS2753 STATION RECOVERY (2003) HS2753 HS2753'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK) HS2753'DISK WAS NOT FOUND. THERE IS A X MARKED IN THE CONCRETE AT THIS HS2753'STATION.