1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 EV0198 *********************************************************************** EV0198 DESIGNATION - 703 51 EV0198 PID - EV0198 EV0198 STATE/COUNTY- CA/SAN BERNARDINO EV0198 USGS QUAD - VICTORVILLE (1993) EV0198 EV0198 *CURRENT SURVEY CONTROL EV0198 ___________________________________________________________________ EV0198* NAD 83(1986)- 34 35 18. (N) 117 19 52. (W) SCALED EV0198* NAVD 88 - 811.28 (+/-2cm) 2661.7 (feet) VERTCON EV0198 ___________________________________________________________________ EV0198 GEOID HEIGHT- -31.71 (meters) GEOID99 EV0198 EV0198 VERT ORDER - FIRST CLASS I (See Below) EV0198 EV0198.The horizontal coordinates were scaled from a topographic map and have EV0198.an estimated accuracy of +/- 6 seconds. EV0198 EV0198.The NAVD 88 height was computed by applying the VERTCON shift value to EV0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0198.The vertical order pertains to the superseded datum. EV0198 EV0198.The geoid height was determined by GEOID99. EV0198 EV0198; North East Units Estimated Accuracy EV0198;SPC CA 5 - 620,930. 2,061,360. MT (+/- 180 meters Scaled) EV0198 EV0198 SUPERSEDED SURVEY CONTROL EV0198 EV0198 NGVD 29 - 810.443 (m) 2658.93 (f) ADJ UNCH 1 1 EV0198 EV0198.Superseded values are not recommended for survey control. EV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0198.See file dsdata.txt to determine how the superseded data were derived. EV0198 EV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU696274(NAD 83) EV0198_MARKER: DD = SURVEY DISK EV0198_SETTING: 30 = CULVERT EV0198_STAMPING: 703-51 1968 EV0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0198 EV0198 HISTORY - Date Condition Report By EV0198 HISTORY - 1968 MONUMENTED CA-071 EV0198 HISTORY - 20020818 POOR GIRL EV0198 EV0198 STATION DESCRIPTION EV0198 EV0198'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1968 EV0198'0.8 MI SE FROM ORO GRANDE. EV0198'0.8 MILE SOUTHEAST ALONG ATCHISON, TOPEKA AND SANTA FE RAILWAY EV0198'STATION AT ORO GRANDE, SET BRASS DISK IN NORTH END OF WEST EV0198'HEADWALL FOR DOUBLE 6 FOOT BY 4 FOOT CONCRETE BOX CULVERT, 71 EV0198'FEET NORTH OF GUY POLE 29191 C.I.T., 54.5 FEET EAST OF CENTERLINE EV0198'OF NATIONAL TRAIL HIGHWAY (FORMERLY U.S. HIGHWAY 66) AND 8 FEET EV0198'ABOVE ROAD. EV0198 EV0198 STATION RECOVERY (2002) EV0198 EV0198'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2002 (AA) EV0198'THIS MARKER IS UNDER TWO RXR TIES AND BACK FILLER WITH DIRT AND ROCK EV0198'BALLAST. THERE IS BM PAINTED ON THE CEMENT. PHOTO'S AT EV0198'WWW.GEOCACHING.COM/MARK/ (UPDATED 5-26-03) 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 FT0272 *********************************************************************** FT0272 DESIGNATION - J 688 FT0272 PID - FT0272 FT0272 STATE/COUNTY- CA/SAN BERNARDINO FT0272 USGS QUAD - SUPERIOR LAKE (1988) FT0272 FT0272 *CURRENT SURVEY CONTROL FT0272 ___________________________________________________________________ FT0272* NAD 83(1986)- 35 11 18. (N) 117 01 41. (W) SCALED FT0272* NAVD 88 - 961.332 (meters) 3153.97 (feet) ADJUSTED FT0272 ___________________________________________________________________ FT0272 GEOID HEIGHT- -30.80 (meters) GEOID99 FT0272 DYNAMIC HT - 960.224 (meters) 3150.33 (feet) COMP FT0272 MODELED GRAV- 979,448.4 (mgal) NAVD 88 FT0272 FT0272 VERT ORDER - FIRST CLASS I FT0272 FT0272.The horizontal coordinates were scaled from a topographic map and have FT0272.an estimated accuracy of +/- 6 seconds. FT0272 FT0272.The orthometric height was determined by differential leveling FT0272.and adjusted by the National Geodetic Survey in June 1991. FT0272 FT0272.The geoid height was determined by GEOID99. FT0272 FT0272.The dynamic height is computed by dividing the NAVD 88 FT0272.geopotential number by the normal gravity value computed on the FT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0272.degrees latitude (g = 980.6199 gals.). FT0272 FT0272.The modeled gravity was interpolated from observed gravity values. FT0272 FT0272; North East Units Estimated Accuracy FT0272;SPC CA 5 - 687,710. 2,088,520. MT (+/- 180 meters Scaled) FT0272 FT0272 SUPERSEDED SURVEY CONTROL FT0272 FT0272 NGVD 29 - 960.552 (m) 3151.41 (f) ADJ UNCH 1 1 FT0272 FT0272.Superseded values are not recommended for survey control. FT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0272.See file dsdata.txt to determine how the superseded data were derived. FT0272 FT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU974939(NAD 83) FT0272_MARKER: DB = BENCH MARK DISK FT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0272_STAMPING: J 688 1943 FT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0272+STABILITY: SURFACE MOTION FT0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0272+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FT0272 FT0272 HISTORY - Date Condition Report By FT0272 HISTORY - 1943 MONUMENTED CGS FT0272 HISTORY - 1954 GOOD DOD FT0272 HISTORY - 1977 GOOD NGS FT0272 HISTORY - 20030525 GOOD GIRL FT0272 FT0272 STATION DESCRIPTION FT0272 FT0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FT0272'21 MI N FROM BARSTOW. FT0272'21.0 MILES NORTH ALONG THE GOLDSTONE AND ST. LOUIS ROAD, 30 MILES FT0272'SOUTH OF EAST-WEST ROAD BETWEEN SARATOGA SPRINGS AND INYOKERN, FT0272'AND 24 FEET EAST OF CENTER LINE OF ROAD. WITNESS POST SET. FT0272'REACHED FROM BARSTOW BY WAY OF U.S. HIGHWAY 91, THENCE BY FT0272'SHORT-CUT TO U.S. HIGHWAY 466, THENCE NORTHEAST ALONG THE BICYCLE FT0272'LAKE ROAD TO THE JUNCTION OF THE GOLDSTONE AND ST. LOUIS ROAD, FT0272'THENCE NORTH 13.8 MILES TO THE MARK. A STANDARD DISK STAMPED FT0272'J 688 1943 AND SET IN THE TOP OF A CONCRETE POST. FT0272 FT0272 STATION RECOVERY (1954) FT0272 FT0272'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954 FT0272'RECOVERED IN GOOD CONDITION. FT0272 FT0272 STATION RECOVERY (1977) FT0272 FT0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FT0272'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA FT0272'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST FT0272'ALONG IRWIN ROAD, THENCE 14.65 MILES NORTHWEST ALONG COPPER CITY FT0272'ROAD, 19 FT. EAST OF THE CENTER LINE OF THE ROAD. FT0272 FT0272 STATION RECOVERY (2003) FT0272 FT0272'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA) FT0272'PHOTO'S AT WWW.GEOCACHING.COM/MARK/ FT0272'NORTH 35 11.293 / WEST 117 01.749 AT 3159' 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 FT1083 *********************************************************************** FT1083 DESIGNATION - K 1297 FT1083 PID - FT1083 FT1083 STATE/COUNTY- CA/SAN BERNARDINO FT1083 USGS QUAD - MUD HILLS (1996) FT1083 FT1083 *CURRENT SURVEY CONTROL FT1083 ___________________________________________________________________ FT1083* NAD 83(1986)- 35 07 06. (N) 117 00 35. (W) SCALED FT1083* NAVD 88 - 1063.899 (meters) 3490.48 (feet) ADJUSTED FT1083 ___________________________________________________________________ FT1083 GEOID HEIGHT- -30.88 (meters) GEOID99 FT1083 DYNAMIC HT - 1062.656 (meters) 3486.40 (feet) COMP FT1083 MODELED GRAV- 979,428.3 (mgal) NAVD 88 FT1083 OBS GRAVITY - 979,424.6 (mgal) GRAV_OBS FT1083 FT1083 VERT ORDER - FIRST CLASS I FT1083 FT1083.The horizontal coordinates were scaled from a topographic map and have FT1083.an estimated accuracy of +/- 6 seconds. FT1083 FT1083.The orthometric height was determined by differential leveling FT1083.and adjusted by the National Geodetic Survey in June 1991. FT1083 FT1083.The geoid height was determined by GEOID99. FT1083 FT1083.The dynamic height is computed by dividing the NAVD 88 FT1083.geopotential number by the normal gravity value computed on the FT1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1083.degrees latitude (g = 980.6199 gals.). FT1083 FT1083.The modeled gravity was interpolated from observed gravity values. FT1083.The observed gravity was obtained from relative gravimeter ties FT1083.to the IGSN71 gravity network. FT1083 FT1083; North East Units Estimated Accuracy FT1083;SPC CA 5 - 679,960. 2,090,260. MT (+/- 180 meters Scaled) FT1083 FT1083 SUPERSEDED SURVEY CONTROL FT1083 FT1083 NGVD 29 - 1063.113 (m) 3487.90 (f) ADJ UNCH 1 1 FT1083 FT1083.Superseded values are not recommended for survey control. FT1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1083.See file dsdata.txt to determine how the superseded data were derived. FT1083 FT1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU991861(NAD 83) FT1083_MARKER: DB = BENCH MARK DISK FT1083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED FT1083+WITH SETTING: INTO GROUND FT1083_STAMPING: K 1297 1977 FT1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT1083+STABILITY: SURFACE MOTION FT1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1083+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FT1083 FT1083 HISTORY - Date Condition Report By FT1083 HISTORY - 1977 MONUMENTED NGS FT1083 HISTORY - 20030525 GOOD GIRL FT1083 FT1083 STATION DESCRIPTION FT1083 FT1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FT1083'16.8 MI NORTH FROM BARSTOW. FT1083'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA FT1083'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST FT1083'ALONG IRWIN ROAD, THENCE 9.6 MILES NORTH ALONG COPPER CITY ROAD, FT1083'72 FT. SOUTHEAST OF A 24-INCH JOSHUA TREE, 29 FT. NORTHEAST OF FT1083'THE CENTER LINE OF THE ROAD. THE DISK PROJECTS 8 INCHES ABOVE THE FT1083'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. FT1083 FT1083 STATION RECOVERY (2003) FT1083 FT1083'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA) FT1083'PHOTO'S AT WWW.GEOCACHING.COM/MARK/ FT1083'NORTH 35 07.027 / WEST 117 00.502 AT 3492' 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 FT1082 *********************************************************************** FT1082 DESIGNATION - L 1297 FT1082 PID - FT1082 FT1082 STATE/COUNTY- CA/SAN BERNARDINO FT1082 USGS QUAD - SUPERIOR LAKE (1988) FT1082 FT1082 *CURRENT SURVEY CONTROL FT1082 ___________________________________________________________________ FT1082* NAD 83(1986)- 35 09 32. (N) 117 01 39. (W) SCALED FT1082* NAVD 88 - 1023.827 (meters) 3359.01 (feet) ADJUSTED FT1082 ___________________________________________________________________ FT1082 GEOID HEIGHT- -30.84 (meters) GEOID99 FT1082 DYNAMIC HT - 1022.642 (meters) 3355.12 (feet) COMP FT1082 MODELED GRAV- 979,442.1 (mgal) NAVD 88 FT1082 FT1082 VERT ORDER - FIRST CLASS I FT1082 FT1082.The horizontal coordinates were scaled from a topographic map and have FT1082.an estimated accuracy of +/- 6 seconds. FT1082 FT1082.The orthometric height was determined by differential leveling FT1082.and adjusted by the National Geodetic Survey in June 1991. FT1082 FT1082.The geoid height was determined by GEOID99. FT1082 FT1082.The dynamic height is computed by dividing the NAVD 88 FT1082.geopotential number by the normal gravity value computed on the FT1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1082.degrees latitude (g = 980.6199 gals.). FT1082 FT1082.The modeled gravity was interpolated from observed gravity values. FT1082 FT1082; North East Units Estimated Accuracy FT1082;SPC CA 5 - 684,440. 2,088,600. MT (+/- 180 meters Scaled) FT1082 FT1082 SUPERSEDED SURVEY CONTROL FT1082 FT1082 NGVD 29 - 1023.047 (m) 3356.45 (f) ADJ UNCH 1 1 FT1082 FT1082.Superseded values are not recommended for survey control. FT1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1082.See file dsdata.txt to determine how the superseded data were derived. FT1082 FT1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU974906(NAD 83) FT1082_MARKER: DB = BENCH MARK DISK FT1082_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED FT1082+WITH SETTING: INTO GROUND FT1082_STAMPING: L 1297 1977 FT1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT1082+STABILITY: SURFACE MOTION FT1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1082+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FT1082 FT1082 HISTORY - Date Condition Report By FT1082 HISTORY - 1977 MONUMENTED NGS FT1082 HISTORY - 20030525 GOOD GIRL FT1082 FT1082 STATION DESCRIPTION FT1082 FT1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FT1082'19.8 MI NORTH FROM BARSTOW. FT1082'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA FT1082'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST FT1082'ALONG IRWIN ROAD, THENCE 12.6 MILES NORTHWEST ALONG COPPER CITY FT1082'ROAD, 36 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD, 16.5 FT. FT1082'WEST OF A LEANING 12-INCH JOSHUA TREE. THE DISK PROJECTS 5 INCHES FT1082'ABOVE THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC FT1082'SCREW PLUG. FT1082 FT1082 STATION RECOVERY (2003) FT1082 FT1082'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA) FT1082'PHOTO'S AT WWW.GEOCACHING.COM/MARK/ FT1082'NORTH 35 09.568 / WEST 117 01.533 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 EV1484 *********************************************************************** EV1484 DESIGNATION - L 324 EV1484 PID - EV1484 EV1484 STATE/COUNTY- CA/SAN BERNARDINO EV1484 USGS QUAD - YUCAIPA (1996) EV1484 EV1484 *CURRENT SURVEY CONTROL EV1484 ___________________________________________________________________ EV1484* NAD 83(1986)- 34 04 40. (N) 117 02 52. (W) SCALED EV1484* NAVD 88 - 813.154 (meters) 2667.82 (feet) ADJUSTED EV1484 ___________________________________________________________________ EV1484 GEOID HEIGHT- -31.58 (meters) GEOID99 EV1484 DYNAMIC HT - 812.150 (meters) 2664.53 (feet) COMP EV1484 MODELED GRAV- 979,374.5 (mgal) NAVD 88 EV1484 EV1484 VERT ORDER - FIRST CLASS I EV1484 EV1484.The horizontal coordinates were scaled from a topographic map and have EV1484.an estimated accuracy of +/- 6 seconds. EV1484 EV1484.The orthometric height was determined by differential leveling EV1484.and adjusted by the National Geodetic Survey in June 1991. EV1484 EV1484.The geoid height was determined by GEOID99. EV1484 EV1484.The dynamic height is computed by dividing the NAVD 88 EV1484.geopotential number by the normal gravity value computed on the EV1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV1484.degrees latitude (g = 980.6199 gals.). EV1484 EV1484.The modeled gravity was interpolated from observed gravity values. EV1484 EV1484; North East Units Estimated Accuracy EV1484;SPC CA 5 - 564,510. 2,087,890. MT (+/- 180 meters Scaled) EV1484 EV1484 SUPERSEDED SURVEY CONTROL EV1484 EV1484 NGVD 29 - 812.318 (m) 2665.08 (f) ADJ UNCH 1 1 EV1484 EV1484.Superseded values are not recommended for survey control. EV1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1484.See file dsdata.txt to determine how the superseded data were derived. EV1484 EV1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT955707(NAD 83) EV1484_MARKER: DB = BENCH MARK DISK EV1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1484_STAMPING: L 324 1934 EV1484_MARK LOGO: CGS EV1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1484+STABILITY: SURFACE MOTION EV1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV1484+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003 EV1484 EV1484 HISTORY - Date Condition Report By EV1484 HISTORY - 1934 MONUMENTED CGS EV1484 HISTORY - 1961 GOOD NGS EV1484 HISTORY - 1978 GOOD NGS EV1484 HISTORY - 1988 GOOD NGS EV1484 HISTORY - 20030515 GOOD CADT EV1484 EV1484 STATION DESCRIPTION EV1484 EV1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EV1484'5.1 MI E FROM MENTONE. EV1484'5.1 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT EV1484'MENTONE, AT THE Y JUNCTION OF BRYANT STREET, 190 1/2 FEET SOUTH OF EV1484'THE CENTER LINE OF THE HIGHWAY AND THE APPROXIMATE CENTER OF EV1484'THE JUNCTION 96 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET, EV1484'1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN EV1484'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 EV1484'FOOT ABOVE THE GROUND. EV1484 EV1484 STATION RECOVERY (1978) EV1484 EV1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 EV1484'RECOVERED IN GOOD CONDITION. EV1484 EV1484 STATION RECOVERY (1988) EV1484 EV1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 EV1484'RECOVERED IN GOOD CONDITION. EV1484 EV1484 STATION RECOVERY (2003) EV1484 EV1484'RECOVERY NOTE BY CALTRANS 2003 (TMM) EV1484'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 FT1080 *********************************************************************** FT1080 DESIGNATION - N 1297 FT1080 PID - FT1080 FT1080 STATE/COUNTY- CA/SAN BERNARDINO FT1080 USGS QUAD - SUPERIOR LAKE (1988) FT1080 FT1080 *CURRENT SURVEY CONTROL FT1080 ___________________________________________________________________ FT1080* NAD 83(1986)- 35 12 10. (N) 117 01 49. (W) SCALED FT1080* NAVD 88 - 948.484 (meters) 3111.82 (feet) ADJUSTED FT1080 ___________________________________________________________________ FT1080 GEOID HEIGHT- -30.78 (meters) GEOID99 FT1080 DYNAMIC HT - 947.395 (meters) 3108.25 (feet) COMP FT1080 MODELED GRAV- 979,453.5 (mgal) NAVD 88 FT1080 OBS GRAVITY - 979,459.8 (mgal) GRAV_OBS FT1080 FT1080 VERT ORDER - FIRST CLASS I FT1080 FT1080.The horizontal coordinates were scaled from a topographic map and have FT1080.an estimated accuracy of +/- 6 seconds. FT1080 FT1080.The orthometric height was determined by differential leveling FT1080.and adjusted by the National Geodetic Survey in June 1991. FT1080 FT1080.The geoid height was determined by GEOID99. FT1080 FT1080.The dynamic height is computed by dividing the NAVD 88 FT1080.geopotential number by the normal gravity value computed on the FT1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1080.degrees latitude (g = 980.6199 gals.). FT1080 FT1080.The modeled gravity was interpolated from observed gravity values. FT1080.The observed gravity was obtained from relative gravimeter ties FT1080.to the IGSN71 gravity network. FT1080 FT1080; North East Units Estimated Accuracy FT1080;SPC CA 5 - 689,310. 2,088,300. MT (+/- 180 meters Scaled) FT1080 FT1080 SUPERSEDED SURVEY CONTROL FT1080 FT1080 NGVD 29 - 947.707 (m) 3109.27 (f) ADJ UNCH 1 1 FT1080 FT1080.Superseded values are not recommended for survey control. FT1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1080.See file dsdata.txt to determine how the superseded data were derived. FT1080 FT1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU972955(NAD 83) FT1080_MARKER: DB = BENCH MARK DISK FT1080_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) FT1080_STAMPING: N 1297 1977 FT1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1080+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FT1080 FT1080 HISTORY - Date Condition Report By FT1080 HISTORY - 1977 MONUMENTED NGS FT1080 HISTORY - 20030525 GOOD GIRL FT1080 FT1080 STATION DESCRIPTION FT1080 FT1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FT1080'22.8 MI NORTH FROM BARSTOW. FT1080'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA FT1080'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST FT1080'ALONG IRWIN ROAD, THENCE 15.65 MILES NORTHWEST ALONG COPPER CITY FT1080'ROAD, 31 FT. EAST OF THE CENTER LINE OF THE ROAD, JUST NORTH OF FT1080'THE CREST OF THE HILL. THE DISK IS LEVEL WITH THE GROUND, ACCESS FT1080'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG. FT1080 FT1080 STATION RECOVERY (2003) FT1080 FT1080'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA) FT1080'PHOTO'S AT WWW.GEOCACHING.COM/MARK/ FT1080'NORTH 35 12.182 / WEST 117 01.761 AT 3135' 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 EV0546 *********************************************************************** EV0546 DESIGNATION - R 525 RESET EV0546 PID - EV0546 EV0546 STATE/COUNTY- CA/SAN BERNARDINO EV0546 USGS QUAD - FOREST FALLS (1996) EV0546 EV0546 *CURRENT SURVEY CONTROL EV0546 ___________________________________________________________________ EV0546* NAD 83(1986)- 34 05 52. (N) 116 58 04. (W) SCALED EV0546* NAVD 88 - 1309.52 (+/-2cm) 4296.3 (feet) VERTCON EV0546 ___________________________________________________________________ EV0546 GEOID HEIGHT- -30.73 (meters) GEOID99 EV0546 EV0546 VERT ORDER - THIRD (See Below) EV0546 EV0546.The horizontal coordinates were scaled from a topographic map and have EV0546.an estimated accuracy of +/- 6 seconds. EV0546 EV0546.The NAVD 88 height was computed by applying the VERTCON shift value to EV0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0546.The vertical order pertains to the superseded datum. EV0546 EV0546.The geoid height was determined by GEOID99. EV0546 EV0546; North East Units Estimated Accuracy EV0546;SPC CA 5 - 566,800. 2,095,250. MT (+/- 180 meters Scaled) EV0546 EV0546 SUPERSEDED SURVEY CONTROL EV0546 EV0546 NGVD 29 - 1308.51 (m) 4293.0 (f) RESET 3 EV0546 EV0546.Superseded values are not recommended for survey control. EV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0546.See file dsdata.txt to determine how the superseded data were derived. EV0546 EV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT029729(NAD 83) EV0546_MARKER: DD = SURVEY DISK EV0546_SETTING: 30 = CULVERT EV0546_STAMPING: R 525 RESET 1967 EV0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0546+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003 EV0546 EV0546 HISTORY - Date Condition Report By EV0546 HISTORY - 1967 MONUMENTED CADH EV0546 HISTORY - 1970 GOOD USGS EV0546 HISTORY - 20030515 GOOD CADT EV0546 EV0546 STATION DESCRIPTION EV0546 EV0546'DESCRIBED BY CA DIV OF HIGHWAYS 1967 EV0546'10.8 MI NE FROM MENTONE. EV0546'10.8 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE EV0546'AT MENTONE, 6.1 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE EV0546'JUNCTION OF MILL CREEK ROAD AT CAMP ANGELUS, 18 FEET NORTH OF EV0546'THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST OF POWER LINE POLE EV0546'CWT57187, 1 FOOT WEST OF THE EAST END, AND IN THE TOP OF THE EV0546'NORTH HEADWALL OF A 6 FT X 10 FT CONCRETE BOX CULVERT AND ABOUT EV0546'1 FOOT HIGHER THAN THE HIGHWAY. EV0546 EV0546 STATION RECOVERY (1970) EV0546 EV0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EV0546'RECOVERED IN GOOD CONDITION. EV0546 EV0546 STATION RECOVERY (2003) EV0546 EV0546'RECOVERY NOTE BY CALTRANS 2003 (TMM) EV0546'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 EV0547 *********************************************************************** EV0547 DESIGNATION - S 525 EV0547 PID - EV0547 EV0547 STATE/COUNTY- CA/SAN BERNARDINO EV0547 USGS QUAD - FOREST FALLS (1996) EV0547 EV0547 *CURRENT SURVEY CONTROL EV0547 ___________________________________________________________________ EV0547* NAD 83(1986)- 34 05 47. (N) 116 57 28. (W) SCALED EV0547* NAVD 88 - 1371.21 (+/-2cm) 4498.7 (feet) VERTCON EV0547 ___________________________________________________________________ EV0547 GEOID HEIGHT- -30.65 (meters) GEOID99 EV0547 EV0547 VERT ORDER - FIRST CLASS II (See Below) EV0547 EV0547.The horizontal coordinates were scaled from a topographic map and have EV0547.an estimated accuracy of +/- 6 seconds. EV0547 EV0547.The NAVD 88 height was computed by applying the VERTCON shift value to EV0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0547.The vertical order pertains to the superseded datum. EV0547 EV0547.The geoid height was determined by GEOID99. EV0547 EV0547; North East Units Estimated Accuracy EV0547;SPC CA 5 - 566,650. 2,096,170. MT (+/- 180 meters Scaled) EV0547 EV0547 SUPERSEDED SURVEY CONTROL EV0547 EV0547 NGVD 29 - 1370.182 (m) 4495.34 (f) ADJ UNCH 1 2 EV0547 EV0547.Superseded values are not recommended for survey control. EV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0547.See file dsdata.txt to determine how the superseded data were derived. EV0547 EV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT038728(NAD 83) EV0547_MARKER: DB = BENCH MARK DISK EV0547_SETTING: 80 = SET IN A BOULDER EV0547_STAMPING: S 525 1956 EV0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV0547+STABILITY: SURFACE MOTION EV0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0547+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003 EV0547 EV0547 HISTORY - Date Condition Report By EV0547 HISTORY - 1956 MONUMENTED CGS EV0547 HISTORY - 1961 GOOD NGS EV0547 HISTORY - 20030515 GOOD CADT EV0547 EV0547 STATION DESCRIPTION EV0547 EV0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EV0547'5.4 MI S FROM CAMP ANGELUS. EV0547'5.45 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF EV0547'MILL CREEK ROAD AT CAMP ANGELUS, AT THE Y JUNCTION OF AN ASPHALT EV0547'ROAD LEADING EAST TO FOREST HOME, IN THE TOP OF THE CENTER OF EV0547'A 6 BY 9-FOOT GRANITE BOULDER WHICH PROJECTS 3 1/2 FEET ABOVE EV0547'THE GROUND, 36 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, EV0547'173.7 FEET EAST OF A KEEP TO RIGHT SIGN WHICH MARKS THE EAST EV0547'ANGLE OF A TRIANGLE FORMED BY THE Y JUNCTION, AND ABOUT 4 FEET EV0547'HIGHER THAN THE ROAD. EV0547 EV0547 STATION RECOVERY (2003) EV0547 EV0547'RECOVERY NOTE BY CALTRANS 2003 (TMM) EV0547'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 FT0277 *********************************************************************** FT0277 DESIGNATION - T 687 FT0277 PID - FT0277 FT0277 STATE/COUNTY- CA/SAN BERNARDINO FT0277 USGS QUAD - SUPERIOR LAKE (1988) FT0277 FT0277 *CURRENT SURVEY CONTROL FT0277 ___________________________________________________________________ FT0277* NAD 83(1986)- 35 07 54. (N) 117 00 51. (W) SCALED FT0277* NAVD 88 - 1026.418 (meters) 3367.51 (feet) ADJUSTED FT0277 ___________________________________________________________________ FT0277 GEOID HEIGHT- -30.87 (meters) GEOID99 FT0277 DYNAMIC HT - 1025.224 (meters) 3363.59 (feet) COMP FT0277 MODELED GRAV- 979,435.0 (mgal) NAVD 88 FT0277 FT0277 VERT ORDER - FIRST CLASS I FT0277 FT0277.The horizontal coordinates were scaled from a topographic map and have FT0277.an estimated accuracy of +/- 6 seconds. FT0277 FT0277.The orthometric height was determined by differential leveling FT0277.and adjusted by the National Geodetic Survey in June 1991. FT0277 FT0277.The geoid height was determined by GEOID99. FT0277 FT0277.The dynamic height is computed by dividing the NAVD 88 FT0277.geopotential number by the normal gravity value computed on the FT0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0277.degrees latitude (g = 980.6199 gals.). FT0277 FT0277.The modeled gravity was interpolated from observed gravity values. FT0277 FT0277; North East Units Estimated Accuracy FT0277;SPC CA 5 - 681,440. 2,089,840. MT (+/- 180 meters Scaled) FT0277 FT0277 SUPERSEDED SURVEY CONTROL FT0277 FT0277 NGVD 29 - 1025.635 (m) 3364.94 (f) ADJ UNCH 1 1 FT0277 FT0277.Superseded values are not recommended for survey control. FT0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0277.See file dsdata.txt to determine how the superseded data were derived. FT0277 FT0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU987876(NAD 83) FT0277_MARKER: DB = BENCH MARK DISK FT0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0277_STAMPING: T 687 1943 FT0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0277+STABILITY: SURFACE MOTION FT0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0277+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2003 FT0277 FT0277 HISTORY - Date Condition Report By FT0277 HISTORY - 1943 MONUMENTED CGS FT0277 HISTORY - 1954 GOOD DOD FT0277 HISTORY - 1977 GOOD NGS FT0277 HISTORY - 20030525 GOOD GIRL FT0277 FT0277 STATION DESCRIPTION FT0277 FT0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FT0277'17.8 MI N FROM BARSTOW. FT0277'17.8 MILES NORTH ALONG THE GOLDSTONE AND ST. LOUIS ROAD, 33.2 MILES FT0277'SOUTH OF EAST-WEST ROAD BETWEEN SARATOGA SPRINGS AND INYOKERN, FT0277'AND 27 FEET EAST OF CENTER LINE OF ROAD, WITNESS POST SET. FT0277'REACHED FROM BARSTOW BY WAY OF U.S. HIGHWAY 91, THENCE BY FT0277'SHORT-CUT TO U.S. HIGHWAY 466, THENCE NORTHEAST ALONG THE BICYCLE FT0277'LAKE ROAD TO THE JUNCTION OF THE GOLDSTONE AND ST. LOUIS ROAD, FT0277'THENCE NORTH 10.6 MILES TO THE MARK. A STANDARD DISK, STAMPED FT0277'T 687 1943 AND SET IN THE TOP OF A CONCRETE POST. FT0277 FT0277 STATION RECOVERY (1954) FT0277 FT0277'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954 FT0277'RECOVERED IN GOOD CONDITION. FT0277 FT0277 STATION RECOVERY (1977) FT0277 FT0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FT0277'0.3 MILE NORTHEAST ALONG FIRST STREET FROM THE ATCHISON TOPEKA FT0277'AND SANTA FE RAILWAY DEPOT AT BARSTOW, THENCE 6.9 MILES NORTHEAST FT0277'ALONG IRWIN ROAD, THENCE 10.6 MILES NORTHWEST ALONG COPPER CITY FT0277'ROAD, 25.5 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD. FT0277 FT0277 STATION RECOVERY (2003) FT0277 FT0277'RECOVERY NOTE BY GIRL SCOUTS OF AMERICA 2003 (AA) FT0277'PHOTO'S AT WWW.GEOCACHING.COM/MARK/ FT0277'NORTH 35 07.872 / WEST 117 00.841 AT 3437' 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 EV1487 *********************************************************************** EV1487 DESIGNATION - V 581 EV1487 PID - EV1487 EV1487 STATE/COUNTY- CA/SAN BERNARDINO EV1487 USGS QUAD - YUCAIPA (1996) EV1487 EV1487 *CURRENT SURVEY CONTROL EV1487 ___________________________________________________________________ EV1487* NAD 83(1986)- 34 03 38. (N) 117 02 03. (W) SCALED EV1487* NAVD 88 - 857.524 (meters) 2813.39 (feet) ADJUSTED EV1487 ___________________________________________________________________ EV1487 GEOID HEIGHT- -31.57 (meters) GEOID99 EV1487 DYNAMIC HT - 856.460 (meters) 2809.90 (feet) COMP EV1487 MODELED GRAV- 979,366.6 (mgal) NAVD 88 EV1487 EV1487 VERT ORDER - FIRST CLASS II EV1487 EV1487.The horizontal coordinates were scaled from a topographic map and have EV1487.an estimated accuracy of +/- 6 seconds. EV1487 EV1487.The orthometric height was determined by differential leveling EV1487.and adjusted by the National Geodetic Survey in June 1991. EV1487 EV1487.The geoid height was determined by GEOID99. EV1487 EV1487.The dynamic height is computed by dividing the NAVD 88 EV1487.geopotential number by the normal gravity value computed on the EV1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV1487.degrees latitude (g = 980.6199 gals.). EV1487 EV1487.The modeled gravity was interpolated from observed gravity values. EV1487 EV1487; North East Units Estimated Accuracy EV1487;SPC CA 5 - 562,610. 2,089,160. MT (+/- 180 meters Scaled) EV1487 EV1487 SUPERSEDED SURVEY CONTROL EV1487 EV1487 NGVD 29 - 856.637 (m) 2810.48 (f) ADJ UNCH 1 2 EV1487 EV1487.Superseded values are not recommended for survey control. EV1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1487.See file dsdata.txt to determine how the superseded data were derived. EV1487 EV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT968688(NAD 83) EV1487_MARKER: DB = BENCH MARK DISK EV1487_SETTING: 32 = CULVERT EV1487_STAMPING: V 581 1939 EV1487_MARK LOGO: CGS EV1487_MAGNETIC: N = NO MAGNETIC MATERIAL EV1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1487+STABILITY: SURFACE MOTION EV1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV1487+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1993 EV1487 EV1487 HISTORY - Date Condition Report By EV1487 HISTORY - 1939 MONUMENTED CGS EV1487 HISTORY - 1956 GOOD NGS EV1487 HISTORY - 1988 GOOD NGS EV1487 HISTORY - 19930129 GOOD MWDSC EV1487 HISTORY - 20030515 GOOD CADT EV1487 EV1487 STATION DESCRIPTION EV1487 EV1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 EV1487'6.8 MI E FROM MENTONE. EV1487'5.0 MILES EAST ALONG STATE HIGHWAY 190 FROM THE POST OFFICE AT EV1487'MENTONE, THENCE 1.8 MILES SOUTH ALONG BRYANT STREET, 0.9 MILE EV1487'NORTH OF THE INTERSECTION OF OAK GLEN ROAD, IN TOP OF THE NORTH EV1487'END OF THE EAST CONCRETE HEAD WALL FOR A 3 BY 3-FOOT CONCRETE EV1487'BOX CULVERT, 21.0 FEET EAST OF THE CENTER LINE OF THE STREET, EV1487'AND ABOUT 1/2 FOOT LOWER THAN THE STREET. EV1487 EV1487 STATION RECOVERY (1988) EV1487 EV1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 EV1487'RECOVERED IN GOOD CONDITION. THE 1956 DESCRIPTION IS ADEQUATE EXCEPT EV1487'THAT THE HIGHWAY REFERRED TO THEREIN IS NOW STATE HIGHWAY 38. EV1487 EV1487 STATION RECOVERY (1993) EV1487 EV1487'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1993 EV1487'YUCAIPA, FROM THE INTERSECTION OF YUCAIPA BLVD. AND BRYANT ST., 1.84 EV1487'MILES (2.96 KM) NORTH ALONG BRYANT ST. TO 15 FEET (4.6 M) LONG BY 10 EV1487'INCHES WIDE CONCRETE CULVERT DRAIN UNDER BRYANT ON THE EAST SIDE OF EV1487'BRYANT ST., AT THE NORTH PROPERTY OF HOUSE NUMBER 10649 BRYANT ST., 3 EV1487'FEET (0.9 M) SOUTH OF THE NORTH END OF THE CONCRETE CULVERT. MAY BE EV1487'DESTROYED IN THE NEAR DUE TO CONSTRUCTION. EV1487 EV1487 STATION RECOVERY (2003) EV1487 EV1487'RECOVERY NOTE BY CALTRANS 2003 (TMM) EV1487'RECOVERED AS DESCRIBED