1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0826 *********************************************************************** EU0826 DESIGNATION - 106 WR EU0826 PID - EU0826 EU0826 STATE/COUNTY- CA/SAN BERNARDINO EU0826 USGS QUAD - GENE WASH (1975) EU0826 EU0826 *CURRENT SURVEY CONTROL EU0826 ___________________________________________________________________ EU0826* NAD 83(1986)- 34 18 21. (N) 114 11 32. (W) SCALED EU0826* NAVD 88 - 273.62 (+/-2cm) 897.7 (feet) VERTCON EU0826 ___________________________________________________________________ EU0826 GEOID HEIGHT- -30.95 (meters) GEOID03 EU0826 EU0826 VERT ORDER - FIRST CLASS I (See Below) EU0826 EU0826.The horizontal coordinates were scaled from a topographic map and have EU0826.an estimated accuracy of +/- 6 seconds. EU0826 EU0826.The NAVD 88 height was computed by applying the VERTCON shift value to EU0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0826.The vertical order pertains to the NGVD 29 superseded value. EU0826 EU0826.The geoid height was determined by GEOID03. EU0826 EU0826; North East Units Estimated Accuracy EU0826;SPC CA 5 - 596,030. 2,350,410. MT (+/- 180 meters Scaled) EU0826 EU0826 SUPERSEDED SURVEY CONTROL EU0826 EU0826 NGVD 29 (08/15/05) 272.986 (m) 895.62 (f) ADJUSTED 1 1 EU0826 EU0826.Superseded values are not recommended for survey control. EU0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0826.See file dsdata.txt to determine how the superseded data were derived. EU0826 EU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT583996(NAD 83) EU0826_MARKER: DD = SURVEY DISK EU0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0826_STAMPING: 106 WR 896 1947 EU0826_PROJECTION: FLUSH EU0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0826+STABILITY: SURFACE MOTION EU0826 EU0826 HISTORY - Date Condition Report By EU0826 HISTORY - 1947 MONUMENTED USGS EU0826 HISTORY - 1976 GOOD NGS EU0826 EU0826 STATION DESCRIPTION EU0826 EU0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0826'4.45 MI NW FROM PARKER DAM. EU0826'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0826'DAM, THENCE 3.85 MILES NORTHWEST ALONG A PAVED ROAD, AT THE BASE OF A EU0826'ROCKY HILL, 28 FT. SOUTHWEST OF THE CENTERLINE OF THE ROAD, 97 FT. EU0826'SOUTH AND ACROSS ROAD FROM THE FIRST POWER POLE SOUTHEAST OF WHERE EU0826'POWER LINES CROSS THE ROAD, 0.05 MILE SOUTH AND ACROSS THE ROAD FROM EU0826'POWER LINE TOWER NUMBER 58 G 2. EU0826'THE MARK IS 4 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0834 *********************************************************************** EU0834 DESIGNATION - 107 WR 401 EU0834 PID - EU0834 EU0834 STATE/COUNTY- CA/SAN BERNARDINO EU0834 USGS QUAD - GENE WASH (1975) EU0834 EU0834 *CURRENT SURVEY CONTROL EU0834 ___________________________________________________________________ EU0834* NAD 83(1986)- 34 17 21. (N) 114 08 33. (W) SCALED EU0834* NAVD 88 - 122.81 (+/-2cm) 402.9 (feet) VERTCON EU0834 ___________________________________________________________________ EU0834 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0834 EU0834 VERT ORDER - FIRST CLASS I (See Below) EU0834 EU0834.The horizontal coordinates were scaled from a topographic map and have EU0834.an estimated accuracy of +/- 6 seconds. EU0834 EU0834.The NAVD 88 height was computed by applying the VERTCON shift value to EU0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0834.The vertical order pertains to the NGVD 29 superseded value. EU0834 EU0834.The geoid height was determined by GEOID03. EU0834 EU0834; North East Units Estimated Accuracy EU0834;SPC CA 5 - 594,350. 2,355,060. MT (+/- 180 meters Scaled) EU0834 EU0834 SUPERSEDED SURVEY CONTROL EU0834 EU0834 NGVD 29 (08/15/05) 122.192 (m) 400.89 (f) ADJUSTED 1 1 EU0834 EU0834.Superseded values are not recommended for survey control. EU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0834.See file dsdata.txt to determine how the superseded data were derived. EU0834 EU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT630979(NAD 83) EU0834_MARKER: DD = SURVEY DISK EU0834_SETTING: 66 = SET IN ROCK OUTCROP EU0834_SP_SET: SET IN ROCK OUTCROP EU0834_STAMPING: 107 WR 401 1947 EU0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0834+STABILITY: POSITION/ELEVATION WELL EU0834 EU0834 HISTORY - Date Condition Report By EU0834 HISTORY - 1947 MONUMENTED USGS EU0834 HISTORY - 1976 GOOD NGS EU0834 EU0834 STATION DESCRIPTION EU0834 EU0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0834'0.65 MI SW FROM PARKER DAM. EU0834'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0834'DAM, THENCE 0.05 MILE WEST ALONG A PAVED ROAD, 12 FT. NORTHEAST OF A EU0834'STOP SIGN, 46 FT. NORTHEAST OF THE CENTERLINE OF THE Y JUNCTION, 22 EU0834'FT. NORTH OF THE CENTERLINE OF THE PAVED ROAD, 128 FT. WEST OF THE EU0834'CENTER OF A METAL GATE, IN THE SOUTH SIDE OF A MASSIVE ROCK KNOLL. EU0834'THE MARK IS 2 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0108 *********************************************************************** EU0108 DESIGNATION - 21 L EU0108 PID - EU0108 EU0108 STATE/COUNTY- CA/SAN BERNARDINO EU0108 USGS QUAD - PARKER (1975) EU0108 EU0108 *CURRENT SURVEY CONTROL EU0108 ___________________________________________________________________ EU0108* NAD 83(1986)- 34 12 56. (N) 114 19 41. (W) SCALED EU0108* NAVD 88 - 303.80 (+/-2cm) 996.7 (feet) VERTCON EU0108 ___________________________________________________________________ EU0108 GEOID HEIGHT- -31.16 (meters) GEOID03 EU0108 EU0108 VERT ORDER - FIRST CLASS I (See Below) EU0108 EU0108.The horizontal coordinates were scaled from a topographic map and have EU0108.an estimated accuracy of +/- 6 seconds. EU0108 EU0108.The NAVD 88 height was computed by applying the VERTCON shift value to EU0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0108.The vertical order pertains to the NGVD 29 superseded value. EU0108 EU0108.The geoid height was determined by GEOID03. EU0108 EU0108; North East Units Estimated Accuracy EU0108;SPC CA 5 - 585,550. 2,338,290. MT (+/- 180 meters Scaled) EU0108 EU0108 SUPERSEDED SURVEY CONTROL EU0108 EU0108 NGVD 29 (08/15/05) 303.159 (m) 994.61 (f) ADJUSTED 1 1 EU0108 EU0108.Superseded values are not recommended for survey control. EU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0108.See file dsdata.txt to determine how the superseded data were derived. EU0108 EU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT461892(NAD 83) EU0108_MARKER: DD = SURVEY DISK EU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0108_STAMPING: 21 L EU0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0108+STABILITY: SURFACE MOTION EU0108 EU0108 HISTORY - Date Condition Report By EU0108 HISTORY - UNK MONUMENTED MWDSC EU0108 HISTORY - 1930 GOOD MWDSC EU0108 HISTORY - 1969 GOOD USGS EU0108 HISTORY - 1976 GOOD NGS EU0108 EU0108 STATION DESCRIPTION EU0108 EU0108'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930 EU0108'4.5 MI NNW FROM EARP. EU0108'ABOUT 4-1/2 MILES NORTH-NORTHWEST OF EARP, SAN BERNARDINO COUNTY, EU0108'ABOUT 600 FEET NORTHEAST OF SECOND PRELIMINARY LOCATION SURVEY EU0108'STATION 621+68.0, 40 FEET WEST OF THE BLUE CLOUD MINE ROAD, AND EU0108'ON A SMALL RIDGE. A METROPOLITAN WATER DISTRICT OF SOUTHERN EU0108'CALIFORNIA STANDARD DISK, SET IN CONCRETE AND SURROUNDED BY A EU0108'FENCE. EU0108 EU0108 STATION RECOVERY (1969) EU0108 EU0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 EU0108'RECOVERED IN GOOD CONDITION. EU0108 EU0108 STATION RECOVERY (1976) EU0108 EU0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EU0108'0.45 MILE NORTH ALONG THE PRAKER DAM ROAD FROM THE POST OFFICE AT EARP EU0108'THENCE 4.45 MILE NORTHWEST ALONG A DIRT WASH ROAD, THENCE 1.0 MILE EU0108'SOUTHWEST ALONG THE AQUEDUCT PATROL ROAD, THENCE 0.25 MILE SOUTH ALONG EU0108'THE BLUE CLOUD MINE ROAD, 54 FT. WEST OF THE CENTER LINE OF THE ROAD EU0108'ON THE WEST SIDE OF A SMALL RIDGE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0110 *********************************************************************** EU0110 DESIGNATION - 21 N EU0110 PID - EU0110 EU0110 STATE/COUNTY- CA/SAN BERNARDINO EU0110 USGS QUAD - PARKER (1975) EU0110 EU0110 *CURRENT SURVEY CONTROL EU0110 ___________________________________________________________________ EU0110* NAD 83(1986)- 34 13 36. (N) 114 18 29. (W) SCALED EU0110* NAVD 88 - 307.88 (+/-2cm) 1010.1 (feet) VERTCON EU0110 ___________________________________________________________________ EU0110 GEOID HEIGHT- -31.12 (meters) GEOID03 EU0110 EU0110 VERT ORDER - FIRST CLASS I (See Below) EU0110 EU0110.The horizontal coordinates were scaled from a topographic map and have EU0110.an estimated accuracy of +/- 6 seconds. EU0110 EU0110.The NAVD 88 height was computed by applying the VERTCON shift value to EU0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0110.The vertical order pertains to the NGVD 29 superseded value. EU0110 EU0110.The geoid height was determined by GEOID03. EU0110 EU0110; North East Units Estimated Accuracy EU0110;SPC CA 5 - 586,850. 2,340,080. MT (+/- 180 meters Scaled) EU0110 EU0110 SUPERSEDED SURVEY CONTROL EU0110 EU0110 NGVD 29 (08/15/05) 307.236 (m) 1007.99 (f) ADJUSTED 1 1 EU0110 EU0110.Superseded values are not recommended for survey control. EU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0110.See file dsdata.txt to determine how the superseded data were derived. EU0110 EU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT479905(NAD 83) EU0110_MARKER: DD = SURVEY DISK EU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0110_STAMPING: 21 N EU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0110+STABILITY: SURFACE MOTION EU0110 EU0110 HISTORY - Date Condition Report By EU0110 HISTORY - UNK MONUMENTED MWDSC EU0110 HISTORY - 1969 GOOD USGS EU0110 HISTORY - 1975 GOOD MWDSC EU0110 HISTORY - 1976 GOOD NGS EU0110 EU0110 STATION DESCRIPTION EU0110 EU0110'DESCRIBED BY US GEOLOGICAL SURVEY 1969 EU0110'5 MI N FROM EARP. EU0110'FROM THE P.O. AT EARP, CA. PROCEED NE ON MWD HYW. TOWARDS PARKER DAM EU0110'0.4 MILE TO T-RD N. TURN LEFT ON GRADED RD UP WASH 4.4 MILES EU0110'(0.2 MILE S. OF AQUEDUCT STATION 11.97) TO A REVERSE RD FORK SE, EU0110'TURN SHARP RIGHT ON RD. OUT OF WASH 0.2 MILE TO RD. FORK TAKE EU0110'LEFT FORK E 0.5 MILE TO SMALL SADDLE ABOUT 100 FEET SE OF RD EU0110'ALONG SADDLE AND ABOUT 95 FEET SW OF DRAIN. A STANDARD MWD DISK SET EU0110'IN A CONCRETE POST 1 FOOT SQUARE STAMPED 21 N. EU0110 EU0110 STATION RECOVERY (1975) EU0110 EU0110'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1975 EU0110'EARP, 0.6 MI. NE. ALONG HIGHWAY AND 4.3 MI. N. ALONG A WELL-MAINTAINED EU0110'ROAD IN DRAIN. 0.8 MI. SE., E. AND N. ALONG THE COPPER BASIN ROAD TO EU0110'A LARGE DRAIN CROSSING. 407 FT. SE. ALONG AND 28 FT. E. OF SMALL EU0110'DRAIN, IN A ROCK OUTCROP. A STANDARD METROPOLITAN WATER DISTRICT OF EU0110'SOUTHERN CALIFORNIA BRONZE DISK CEMENTED IN BEDROCK. (SHOWN ON USGS 15 EU0110'FT. PARKER, CALIF. - ARIZ. QUAD AS BM 1008, 850 FT. N. AND 3100 FT. W. EU0110'OF THE SE. COR. OF SEC. 25, T.2 N., R. 25 E.). EU0110 EU0110 STATION RECOVERY (1976) EU0110 EU0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EU0110'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0110'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 0.8 MILE EU0110'NORTH ALONG THE COPPER BASIN ROAD, 226 FT. SOUTHEAST OF THE CENTERLINE EU0110'OF THE ROAD, 400 FT. SOUTHEAST OF WHERE COPPER BASIN ROAD CROSSES A EU0110'WASH IN A LOW ROCKY AREA, 75 FT. SOUTH OF THE SOUTH EDGE OF A SMALL EU0110'DRY WASH. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0113 *********************************************************************** EU0113 DESIGNATION - 21 R EU0113 PID - EU0113 EU0113 STATE/COUNTY- CA/SAN BERNARDINO EU0113 USGS QUAD - WHIPPLE WASH (1970) EU0113 EU0113 *CURRENT SURVEY CONTROL EU0113 ___________________________________________________________________ EU0113* NAD 83(1986)- 34 15 10. (N) 114 16 53. (W) SCALED EU0113* NAVD 88 - 314.81 (+/-2cm) 1032.8 (feet) VERTCON EU0113 ___________________________________________________________________ EU0113 GEOID HEIGHT- -31.04 (meters) GEOID03 EU0113 EU0113 VERT ORDER - FIRST CLASS I (See Below) EU0113 EU0113.The horizontal coordinates were scaled from a topographic map and have EU0113.an estimated accuracy of +/- 6 seconds. EU0113 EU0113.The NAVD 88 height was computed by applying the VERTCON shift value to EU0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0113.The vertical order pertains to the NGVD 29 superseded value. EU0113 EU0113.The geoid height was determined by GEOID03. EU0113 EU0113; North East Units Estimated Accuracy EU0113;SPC CA 5 - 589,840. 2,342,430. MT (+/- 180 meters Scaled) EU0113 EU0113 SUPERSEDED SURVEY CONTROL EU0113 EU0113 NGVD 29 (08/15/05) 314.161 (m) 1030.71 (f) ADJUSTED 1 1 EU0113 EU0113.Superseded values are not recommended for survey control. EU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0113.See file dsdata.txt to determine how the superseded data were derived. EU0113 EU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT503935(NAD 83) EU0113_MARKER: DD = SURVEY DISK EU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0113_STAMPING: 21 R EU0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0113+STABILITY: SURFACE MOTION EU0113 EU0113 HISTORY - Date Condition Report By EU0113 HISTORY - UNK MONUMENTED MWDSC EU0113 HISTORY - 1930 GOOD MWDSC EU0113 HISTORY - 1976 GOOD NGS EU0113 EU0113 STATION DESCRIPTION EU0113 EU0113'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1930 EU0113'6.2 MI N FROM EARP. EU0113'ABOUT 6-1/4 MILES NORTH OF EARP, SAN BERNARDINO COUNTY, 100 EU0113'FEET SOUTH OF SECOND PRELIMINARY LOCATION SURVEY STATION 396, EU0113'AND 20 FEET SOUTH OF THE COPPER BASIN ROAD AT THE TOP OF A SMALL EU0113'RISE. A METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA EU0113'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST AND SURROUNDED EU0113'BY A FENCE. EU0113 EU0113 STATION RECOVERY (1976) EU0113 EU0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EU0113'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0113'THENCE 4.40 MILE NORTHWEST ALONG A DRY WASH ROAD, THENCE 3.55 MILE EU0113'NORTH ALONG THE COPPER BASIN ROAD, 0.1 MILE NORTH OF THE CONCRETE EU0113'FOUNDATION FOR AN OLD BUILDING, 39 FT. SOUTHEAST OF THE CENTERLINE OF EU0113'THE ROAD, 0.15 MILE SOUTH OF A T JUNCTION OF A ROAD LEADING NORTHEAST. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0829 *********************************************************************** EU0829 DESIGNATION - 25 P EU0829 PID - EU0829 EU0829 STATE/COUNTY- CA/SAN BERNARDINO EU0829 USGS QUAD - GENE WASH (1975) EU0829 EU0829 *CURRENT SURVEY CONTROL EU0829 ___________________________________________________________________ EU0829* NAD 83(1986)- 34 17 26. (N) 114 10 26. (W) SCALED EU0829* NAVD 88 - 236.20 (+/-2cm) 774.9 (feet) VERTCON EU0829 ___________________________________________________________________ EU0829 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0829 EU0829 VERT ORDER - FIRST CLASS I (See Below) EU0829 EU0829.The horizontal coordinates were scaled from a topographic map and have EU0829.an estimated accuracy of +/- 6 seconds. EU0829 EU0829.The NAVD 88 height was computed by applying the VERTCON shift value to EU0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0829.The vertical order pertains to the NGVD 29 superseded value. EU0829 EU0829.The geoid height was determined by GEOID03. EU0829 EU0829; North East Units Estimated Accuracy EU0829;SPC CA 5 - 594,400. 2,352,170. MT (+/- 180 meters Scaled) EU0829 EU0829 SUPERSEDED SURVEY CONTROL EU0829 EU0829 NGVD 29 (08/15/05) 235.580 (m) 772.90 (f) ADJUSTED 1 1 EU0829 EU0829.Superseded values are not recommended for survey control. EU0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0829.See file dsdata.txt to determine how the superseded data were derived. EU0829 EU0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT601979(NAD 83) EU0829_MARKER: DD = SURVEY DISK EU0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0829_STAMPING: 25 P 1933 EU0829_PROJECTION: PROJECTING 3 CENTIMETERS EU0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0829+STABILITY: SURFACE MOTION EU0829 EU0829 HISTORY - Date Condition Report By EU0829 HISTORY - 1933 MONUMENTED MWDSC EU0829 HISTORY - 1976 GOOD NGS EU0829 EU0829 STATION DESCRIPTION EU0829 EU0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0829'3.2 MI SW FROM PARKER DAM. EU0829'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0829'DAM, THENCE 2.3 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.3 MILE EU0829'WEST ALONG A PAVED ROAD TO THE GENE PUMPING STATION OFFICE, 235 FT. EU0829'SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE, 182 SOUTH OF THE EU0829'SOUTHWEST CORNER OF DORMITORY BUILDING, 114 FT. SOUTHEAST OF THE EU0829'SOUTHEAST CORNER OF A GUEST LODGE, ON TOP OF A LONE ROCKY KNOLL ON THE EU0829'SOUTH EDGE OF A PARKING LOT, 48.7 FT. EAST OF A POWER POLE. EU0829'THE MARK IS 7 FT ABOVE PARKING LOT. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0830 *********************************************************************** EU0830 DESIGNATION - 737.921 EU0830 PID - EU0830 EU0830 STATE/COUNTY- CA/SAN BERNARDINO EU0830 USGS QUAD - GENE WASH (1975) EU0830 EU0830 *CURRENT SURVEY CONTROL EU0830 ___________________________________________________________________ EU0830* NAD 83(1986)- 34 17 26. (N) 114 10 20. (W) SCALED EU0830* NAVD 88 - 225.47 (+/-2cm) 739.7 (feet) VERTCON EU0830 ___________________________________________________________________ EU0830 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0830 EU0830 VERT ORDER - FIRST CLASS I (See Below) EU0830 EU0830.The horizontal coordinates were scaled from a topographic map and have EU0830.an estimated accuracy of +/- 6 seconds. EU0830 EU0830.The NAVD 88 height was computed by applying the VERTCON shift value to EU0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0830.The vertical order pertains to the NGVD 29 superseded value. EU0830 EU0830.The geoid height was determined by GEOID03. EU0830 EU0830; North East Units Estimated Accuracy EU0830;SPC CA 5 - 594,400. 2,352,320. MT (+/- 180 meters Scaled) EU0830 EU0830 SUPERSEDED SURVEY CONTROL EU0830 EU0830 NGVD 29 (08/15/05) 224.844 (m) 737.68 (f) ADJUSTED 1 1 EU0830 EU0830.Superseded values are not recommended for survey control. EU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0830.See file dsdata.txt to determine how the superseded data were derived. EU0830 EU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT602979(NAD 83) EU0830_MARKER: DD = SURVEY DISK EU0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE EU0830_SP_SET: CONCRETE DOOR SILL FOUNDATION EU0830_STAMPING: 737.921 EU0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EU0830 EU0830 HISTORY - Date Condition Report By EU0830 HISTORY - UNK MONUMENTED MWDSC EU0830 HISTORY - 1976 GOOD NGS EU0830 EU0830 STATION DESCRIPTION EU0830 EU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0830'3.1 MI SW FROM PARKER DAM. EU0830'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0830'DAM, THENCE 2.3 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 0.2 MILE EU0830'SOUTHWEST ALONG A PAVED ROAD TO GENE PUMPING STATION, IN TOP OF THE EU0830'WEST END OF THE CONCRETE FOUNDATION FOR THE LARGE DOOR AT NORTH END EU0830'OF THE PUMP BUILDING, 6 FT. WEST OF THE CENTERLINE OF THE DOOR, 13 FT. EU0830'EAST OF THE NORTHWEST CORNER OF THE BUILDING. EU0830'THE MARK IS ABOVE LEVEL WITH FLOOR. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EV0474 *********************************************************************** EV0474 DESIGNATION - A 325 EV0474 PID - EV0474 EV0474 STATE/COUNTY- CA/SAN BERNARDINO EV0474 USGS QUAD - BIG BEAR LAKE (1996) EV0474 EV0474 *CURRENT SURVEY CONTROL EV0474 ___________________________________________________________________ EV0474* NAD 83(1986)- 34 12 02. (N) 116 56 45. (W) SCALED EV0474* NAVD 88 - 2303.70 (+/-2cm) 7558.1 (feet) VERTCON EV0474 ___________________________________________________________________ EV0474 GEOID HEIGHT- -30.23 (meters) GEOID03 EV0474 EV0474 VERT ORDER - FIRST CLASS II (See Below) EV0474 EV0474.The horizontal coordinates were scaled from a topographic map and have EV0474.an estimated accuracy of +/- 6 seconds. EV0474 EV0474.The NAVD 88 height was computed by applying the VERTCON shift value to EV0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0474.The vertical order pertains to the NGVD 29 superseded value. EV0474 EV0474.The geoid height was determined by GEOID03. EV0474 EV0474; North East Units Estimated Accuracy EV0474;SPC CA 5 - 578,220. 2,097,160. MT (+/- 180 meters Scaled) EV0474 EV0474 SUPERSEDED SURVEY CONTROL EV0474 EV0474 NGVD 29 (??/??/92) 2302.642 (m) 7554.58 (f) ADJ UNCH 1 2 EV0474 EV0474.Superseded values are not recommended for survey control. EV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0474.See file dsdata.txt to determine how the superseded data were derived. EV0474 EV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT049843(NAD 83) EV0474_MARKER: DB = BENCH MARK DISK EV0474_SETTING: 80 = SET IN A BOULDER EV0474_SP_SET: BOULDER EV0474_STAMPING: A 325 1934 EV0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV0474+STABILITY: SURFACE MOTION EV0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0474+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005 EV0474 EV0474 HISTORY - Date Condition Report By EV0474 HISTORY - 1934 MONUMENTED CGS EV0474 HISTORY - 1961 GOOD NGS EV0474 HISTORY - 20050707 GOOD SCEC EV0474 EV0474 STATION DESCRIPTION EV0474 EV0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 EV0474'6 MI S FROM BIG BEAR LAKE. EV0474'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE POST OFFICE EV0474'AT BIG BEAR LAKE, THENCE 0.45 MILES SOUTH ALONG TULIP LANE, EV0474'THENCE 3.9 MILES SOUTH ALONG MILL CREEK ROAD, 0.7 MILE SOUTH EV0474'OF THE SUMMIT OF CLARKS GRADE, ON THE OUTSIDE OF A HORSESHOE EV0474'CURVE, IN THE TOP OF A LARGE BOULDER, 65 FEET SOUTH OF THE EV0474'SOUTH EDGE OF A MASSIVE GRANITE BOULDER IN THE CENTER OF THE EV0474'CURVE, 46 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND EV0474'ABOUT 2 1/2 FEET LOWER THAN THE ROAD. EV0474 EV0474 STATION RECOVERY (2005) EV0474 EV0474'RECOVERY NOTE BY SOUTHERN CALIFORNIA EARTHQUAKE CENTER 2005 (SFM) EV0474'STATION DESCRIPTION (2005) EV0474'MORE COMPREHENSIVE DIRECTIONS-- WHILE HEADING WEST ON HIGHWAY 18 IN EV0474'BIG BEAR LAKE, VEER LEFT (SOUTHWEST) ONTO MILL CREEK ROAD. EV0474'CONTINUE PAST THE APSEN GLEN PICNIC AREA. AFTER 0.4 MILES, TURN LEFT EV0474'TO STAY ON MILL CREEK ROAD,AS TULIP LANE JOINS FROM THE DIRECTION IN EV0474'FRONT OF YOU. AFTER ANOTHER 0.8 MILES (1.2 MILES FROM HWY 18) VEER EV0474'LEFT WHEN CONTINUING STRAIGHT WOULD LEAD TO A PARKING AREA. EV0474'THE PAVEMENT ENDS SHORTLY BEFORE THIS POINT. AFTER VEERING LEFT, PASS EV0474'THROUGH AN OPEN GATE. AFTER ANOTHER 0.8 MILES (2 MILES FROM HWY 18) EV0474'CONTINUE STRAIGHT AS 2N17 JOINS MILL CREEK ROAD FROM THE LEFT. AFTER EV0474'ANOTHER 0.1 MILES (2.1 MILES FROM HWY 18) CONTINUE STRAIGHT, PAST EV0474'2N44Y ON THE LEFT. EV0474'AFTER ANOTHER 0.5 MILES (2.6 MILES FROM HWY 18) CONTINUE STRAIGHT, EV0474'PAST 2N52Y ON THE LEFT. AFTER ANOTHER 0.15 MILES (2.75 MILES FROM HWY EV0474'18) CONTINUE STRAIGHT, PAST 2N10B ON THE RIGHT (AND SIGN TO BOULDER EV0474'GROUP CAMP). EV0474'AFTER ANOTHER 1.55 MILES (4.2 MILES FROM HWY 18), TURN LEFT TO STAY ON EV0474'THE MAIN ROAD (2N10) AS 2N86 JOINS FROM THE RIGHT. AFTER ANOTHER 0.4 EV0474'MILES (4.6 MILES FROM HWY 18) CONTINUE STRAIGHT PAST A GATED ROAD ON EV0474'THE RIGHT. AFTER ANOTHER 0.3 MILES (4.9 MILES FROM HWY 18) TURN LEFT EV0474'TO STAY ON 2N10, TOWARDS MOONRIDGE. THIS PART OF 2N10 IS LABELED EV0474''SKYLINE DRIVE' ON SOME MAPS, BUT IS NOT SO LABELED ON THE GROUND. EV0474'AFTER ANOTHER 1.7 MILES (6.6 MILES FROM HWY 18), TURN RIGHT ONTO 1N54. EV0474'AFTER 0.1 MILE, GO STRAIGHT PAST BELLYACHE TRUCK TRAIL ON THE RIGHT. EV0474'AFTER ANOTHER 0.6 MILES, THE BENCHMARK MAY BE FOUND EV0474'ON THE LEFT, ON THE OUTSIDE OF A HORSESHOE CURVE, AFTER MOSTLY PASSING EV0474'THROUGH THE CURVE. SEE 1961 DESCRIPTION FOR DETAILS. THE BOULDER ON EV0474'WHICH THE MARK IS LOCATED IS PARTLY OVERGROWN BY BUSHES. EV0474' EV0474' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0813 *********************************************************************** EU0813 DESIGNATION - C 1265 EU0813 PID - EU0813 EU0813 STATE/COUNTY- CA/SAN BERNARDINO EU0813 USGS QUAD - PARKER (1975) EU0813 EU0813 *CURRENT SURVEY CONTROL EU0813 ___________________________________________________________________ EU0813* NAD 83(1986)- 34 13 07. (N) 114 19 30. (W) SCALED EU0813* NAVD 88 - 306.17 (+/-2cm) 1004.5 (feet) VERTCON EU0813 ___________________________________________________________________ EU0813 GEOID HEIGHT- -31.15 (meters) GEOID03 EU0813 EU0813 VERT ORDER - FIRST CLASS I (See Below) EU0813 EU0813.The horizontal coordinates were scaled from a topographic map and have EU0813.an estimated accuracy of +/- 6 seconds. EU0813 EU0813.The NAVD 88 height was computed by applying the VERTCON shift value to EU0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0813.The vertical order pertains to the NGVD 29 superseded value. EU0813 EU0813.The geoid height was determined by GEOID03. EU0813 EU0813; North East Units Estimated Accuracy EU0813;SPC CA 5 - 585,900. 2,338,560. MT (+/- 180 meters Scaled) EU0813 EU0813 SUPERSEDED SURVEY CONTROL EU0813 EU0813 NGVD 29 (08/15/05) 305.524 (m) 1002.37 (f) ADJUSTED 1 1 EU0813 EU0813.Superseded values are not recommended for survey control. EU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0813.See file dsdata.txt to determine how the superseded data were derived. EU0813 EU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT464896(NAD 83) EU0813_MARKER: DB = BENCH MARK DISK EU0813_SETTING: 80 = SET IN A BOULDER EU0813_STAMPING: C 1265 1976 EU0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0813+STABILITY: SURFACE MOTION EU0813 EU0813 HISTORY - Date Condition Report By EU0813 HISTORY - 1976 MONUMENTED NGS EU0813 EU0813 STATION DESCRIPTION EU0813 EU0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0813'5.65 MI NW FROM EARP. EU0813'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0813'THENCE 4.45 MILE NORTHWEST ALONG A DRY WASH ROAD, THENCE 0.75 MILE EU0813'SOUTHWEST ALONG THE AQUEDUCT PATROL ROAD, 0.25 MILE SOUTHWEST OF A EU0813'AQUEDUCT AIPHON NUMBER 12.40, IN TOP OF A 3 FT. BY 2 FT. BOULDER EU0813'PROJECTING 1 FT. ABOVE GROUND, 86 FT. SOUTHEAST OF THE CENTERLINE OF EU0813'THE PATROL ROAD. EU0813'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0286 *********************************************************************** EU0286 DESIGNATION - CAL 101 RESET EU0286 PID - EU0286 EU0286 STATE/COUNTY- CA/SAN BERNARDINO EU0286 USGS QUAD - NEEDLES (1975) EU0286 EU0286 *CURRENT SURVEY CONTROL EU0286 ___________________________________________________________________ EU0286* NAD 83(1986)- 34 46 11. (N) 114 35 50. (W) SCALED EU0286* NAVD 88 - 234.53 (+/-2cm) 769.5 (feet) VERTCON EU0286 ___________________________________________________________________ EU0286 GEOID HEIGHT- -30.58 (meters) GEOID03 EU0286 EU0286 VERT ORDER - ? (See Below) EU0286 EU0286.The horizontal coordinates were scaled from a topographic map and have EU0286.an estimated accuracy of +/- 6 seconds. EU0286 EU0286.The NAVD 88 height was computed by applying the VERTCON shift value to EU0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0286.The vertical order pertains to the NGVD 29 superseded value. EU0286 EU0286.The geoid height was determined by GEOID03. EU0286 EU0286; North East Units Estimated Accuracy EU0286;SPC CA 5 - 646,120. 2,311,420. MT (+/- 180 meters Scaled) EU0286 EU0286 SUPERSEDED SURVEY CONTROL EU0286 EU0286 NGVD 29 (??/??/??) 233.869 (m) 767.29 (f) ADJUSTED ? EU0286 EU0286.Superseded values are not recommended for survey control. EU0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0286.See file dsdata.txt to determine how the superseded data were derived. EU0286 EU0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU198501(NAD 83) EU0286_MARKER: C = CAP OF CAP-AND-BOLT PAIR EU0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EU0286_SP_SET: METAL PIPE DRIVEN INTO GROUND EU0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EU0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0286+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0286 EU0286 HISTORY - Date Condition Report By EU0286 HISTORY - UNK MONUMENTED CGS EU0286 HISTORY - 1951 GOOD NGS EU0286 HISTORY - 20050801 GOOD GEOCAC EU0286 EU0286 STATION DESCRIPTION EU0286 EU0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 EU0286'5.6 MI S FROM NEEDLES. EU0286'5.6 MILES SOUTH ALONG U.S. HIGHWAY 95 FROM THE ATCHISON, TOPEKA AND EU0286'SANTA FE RAILWAY STATION AT NEEDLES, SAN BERNARDINO COUNTY, 0.1 EU0286'MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 66, 400 FEET WEST OF EU0286'THE CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF THE HIGHEST EU0286'ROUND-TOPPED KNOLL IN THE LOCALITY. A METROPOLITAN WATER DISTRICT EU0286'OF SOUTHERN CALIFORNIA STANDARD CAP CAL 101 AND SCREWED ON THE EU0286'TOP OF A ONE-INCH IRON PIPE SET IN CONCRETE AND PROJECTING 4 EU0286'INCHES ABOVE THE TOP OF THE CONCRETE. EU0286 EU0286 STATION RECOVERY (2005) EU0286 EU0286'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0286'HANDHELD COORDINATES ARE N34-46-13.26 W114-35-50.46. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0814 *********************************************************************** EU0814 DESIGNATION - D 1265 EU0814 PID - EU0814 EU0814 STATE/COUNTY- CA/SAN BERNARDINO EU0814 USGS QUAD - PARKER (1975) EU0814 EU0814 *CURRENT SURVEY CONTROL EU0814 ___________________________________________________________________ EU0814* NAD 83(1986)- 34 14 13. (N) 114 18 36. (W) SCALED EU0814* NAVD 88 - 338.85 (+/-2cm) 1111.7 (feet) VERTCON EU0814 ___________________________________________________________________ EU0814 GEOID HEIGHT- -31.08 (meters) GEOID03 EU0814 EU0814 VERT ORDER - FIRST CLASS I (See Below) EU0814 EU0814.The horizontal coordinates were scaled from a topographic map and have EU0814.an estimated accuracy of +/- 6 seconds. EU0814 EU0814.The NAVD 88 height was computed by applying the VERTCON shift value to EU0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0814.The vertical order pertains to the NGVD 29 superseded value. EU0814 EU0814.The geoid height was determined by GEOID03. EU0814 EU0814; North East Units Estimated Accuracy EU0814;SPC CA 5 - 587,990. 2,339,860. MT (+/- 180 meters Scaled) EU0814 EU0814 SUPERSEDED SURVEY CONTROL EU0814 EU0814 NGVD 29 (08/15/05) 338.205 (m) 1109.59 (f) ADJUSTED 1 1 EU0814 EU0814.Superseded values are not recommended for survey control. EU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0814.See file dsdata.txt to determine how the superseded data were derived. EU0814 EU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT477917(NAD 83) EU0814_MARKER: DB = BENCH MARK DISK EU0814_SETTING: 66 = SET IN ROCK OUTCROP EU0814_SP_SET: SET IN ROCK OUTCROP EU0814_STAMPING: D 1265 1976 EU0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0814+STABILITY: POSITION/ELEVATION WELL EU0814 EU0814 HISTORY - Date Condition Report By EU0814 HISTORY - 1976 MONUMENTED NGS EU0814 EU0814 STATION DESCRIPTION EU0814 EU0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0814'6.35 MI NORTH FROM EARP. EU0814'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0814'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 1.5 MILES EU0814'NORTH ALONG THE COPPER BASIN ROAD, 164 FT. WEST OF THE CENTERLINE OF EU0814'THE ROAD, IN TOP OF A 4 FT. BY 3 FT. ROCK OUTCROP PROJECTING 3 FT. EU0814'ABOVE THE GROUND, 0.2 MILE SOUTH OF WHERE A DRY WASH CROSSES THE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EV9220 *********************************************************************** EV9220 DESIGNATION - DEADMAN EV9220 PID - EV9220 EV9220 STATE/COUNTY- CA/SAN BERNARDINO EV9220 USGS QUAD - MOONRIDGE (1996) EV9220 EV9220 *CURRENT SURVEY CONTROL EV9220 ___________________________________________________________________ EV9220* NAD 83(1992)- 34 14 01.57950(N) 116 47 22.21024(W) ADJUSTED EV9220* NAVD 88 - 2276.2 (meters) 7468. (feet) VERTCON EV9220 ___________________________________________________________________ EV9220 EPOCH DATE - 1991.35 EV9220 LAPLACE CORR- -0.35 (seconds) DEFLEC99 EV9220 GEOID HEIGHT- -29.77 (meters) GEOID03 EV9220 EV9220 HORZ ORDER - SECOND EV9220 EV9220.The horizontal coordinates were established by classical geodetic methods EV9220.and adjusted by the National Geodetic Survey in June 1996. EV9220.The horizontal coordinates are valid at the epoch date displayed above. EV9220.The epoch date for horizontal control is a decimal equivalence EV9220.of Year/Month/Day. EV9220 EV9220.The NAVD 88 height was computed by applying the VERTCON shift value to EV9220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9220 EV9220.The Laplace correction was computed from DEFLEC99 derived deflections. EV9220 EV9220.The geoid height was determined by GEOID03. EV9220 EV9220; North East Units Scale Factor Converg. EV9220;SPC CA 5 - 582,065.309 2,111,517.376 MT 0.99996261 +0 41 24.0 EV9220;SPC CA 5 - 1,909,659.27 6,927,536.59 sFT 0.99996261 +0 41 24.0 EV9220;UTM 11 - 3,788,096.690 519,385.560 MT 0.99960463 +0 07 06.3 EV9220 EV9220! - Elev Factor x Scale Factor = Combined Factor EV9220!SPC CA 5 - 0.99964747 x 0.99996261 = 0.99961009 EV9220!UTM 11 - 0.99964747 x 0.99960463 = 0.99925224 EV9220 EV9220|---------------------------------------------------------------------| EV9220| PID Reference Object Distance Geod. Az | EV9220| dddmmss.s | EV9220| CS6680 DEADMAN RM 1 10.863 METERS 11354 | EV9220| CS6681 DEADMAN RM 2 6.282 METERS 18734 | EV9220|---------------------------------------------------------------------| EV9220 EV9220 SUPERSEDED SURVEY CONTROL EV9220 EV9220 NAD 83(1986)- 34 14 01.58089(N) 116 47 22.21944(W) AD(1984.00) 2 EV9220 NGVD 29 (03/05/92) 2275.1 (m) 7464. (f) VERT ANG EV9220 EV9220.Superseded values are not recommended for survey control. EV9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9220.See file dsdata.txt to determine how the superseded data were derived. EV9220 EV9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT1938688097(NAD 83) EV9220_MARKER: DS = TRIANGULATION STATION DISK EV9220_SETTING: 66 = SET IN ROCK OUTCROP EV9220_SP_SET: IN DRILL HOLE IN ROCK OUTCROP EV9220_MAGNETIC: N = NO MAGNETIC MATERIAL EV9220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EV9220+STABILITY: POSITION/ELEVATION WELL EV9220 EV9220 HISTORY - Date Condition Report By EV9220 HISTORY - 1982 MONUMENTED CADT EV9220 HISTORY - 20050708 GOOD SCEC EV9220 EV9220 STATION DESCRIPTION EV9220 EV9220'DESCRIBED BY CALTRANS 1982 (RWH) EV9220'THE STATION IS 12 MILES NORTHEAST OF ANGELUS OAKS, 3 MILES SOUTHEAST EV9220'OF BIG BEAR CITY, IN SECTION 29, T2N, R2E. EV9220' EV9220'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 18 EV9220'AND CALIFORNIA HIGHWAY 38 (BIG BEAR BOULEVARD AND GREENWAY DRIVE WITH EV9220'THE POST OFFICE IN THE SOUTHEAST CORNER), IN BIG BEAR CITY, GO EAST EV9220'ON CALIFORNIA HIGHWAY 38 FOR 3.8 MILES (PASSING THE AZIMUTH MARK ON EV9220'THE LEFT AT 3.57 MILES, POST MILE 45.93) TO HATCHERY DRIVE AT POST EV9220'MILE 45.7. TURN LEFT ON HATCHERY DRIVE AND GO EAST FOR 0.3 MILE TO EV9220'GLENCOVE LANE. TURN RIGHT ON GLENCOVE LANE AND GO EAST FOR 0.15 EV9220'MILES TO DIRT ROAD. TURN RIGHT ON DIRT ROAD AND GO SOUTH FOR 0.05 EV9220'MILE TO MARIPOSA LANE. TURN LEFT AND GO EAST ON MARIPOSA LANE FOR EV9220'0.2 MILE TO THE END OF MARIPOSA LANE. CONTINUE EAST ON A DIM ROAD EV9220'FOR 0.1 MILE TO CROSSROADS. TURN RIGHT ON DIRT ROAD AND GO SOUTHEAST EV9220'FOR 0.4 MILE TO A FORK IN THE ROAD. TAKE THE RIGHT FORK AND GO SOUTH EV9220'0.5 MILE TO THE RIDGE. MAKE A HARD LEFT TURN AND CONTINUE UP RIDGE EV9220'EASTERLY FOR 0.5 MILE TO THE STATION ON THE RIGHT. EV9220' EV9220'THE STATION AND REFERENCE MARKS ARE CALIFORNIA DEPARTMENT OF EV9220'TRANSPORTATION BRASS DISKS EPOXIED IN ROCK OUTCROPPINGS. THE AZIMUTH EV9220'MARK IS A CALIFORNIA DEPARTMENT OF TRANSPORTATION BRASS DISK IN A EV9220'OCTAGON SHAPED CONCRETE POST. EV9220' EV9220'THE STATION IS 224 FEET EAST-NORTHEAST OF POWER POLE NUMBER CIT 37110, EV9220'38 FEET SOUTH OF THE DIRT ROAD, STAMPED---DEADMAN 1982---, FLUSH. EV9220' EV9220'THE AZIMUTH MARK IS 66.5 FEET SOUTH-SOUTHWEST OF A 2 FOOT DIAMETER EV9220'PINE TREE, 33.0 FEET EAST OF THE CENTERLINE OF CALIFORNIA HIGHWAY 38, EV9220'4.0 FEET NORTH OF A METAL WITNESS POST, 2.1 FEET LOWER THAN THE EV9220'CENTERLINE OF CALIFORNIA HIGHWAY 38, STAMPED---DEADMAN AZIMUTH 1982-- EV9220'PROJECTS 0.1 FOOT. EV9220' EV9220'REFERENCE MARK 1 IS 253 FEET NORTHEAST OF POWER POLE NUMBER CIT 37110, EV9220'54 FEET SOUTH OF THE DIRT ROAD, 0.6 FOOT HIGHER THAN THE STATION, EV9220'STAMPED---DEADMAN RM NO 1 1982---, FLUSH. EV9220' EV9220'REFERENCE MARK 2 IS 215 FEET NORTHEAST OF POWER POLE NUMBER CIT 37110, EV9220'59 FEET SOUTH OF THE DIRT ROAD, 5.4 FEET LOWER THAN THE STATION, EV9220'STAMPED---DEADMAN RM NO 2 1982---, FLUSH. EV9220 EV9220 STATION RECOVERY (2005) EV9220 EV9220'RECOVERY NOTE BY SOUTHERN CALIFORNIA EARTHQUAKE CENTER 2005 (SFM) EV9220'STATION DESCRIPTION (2005) EV9220'THE 'DIM ROAD' MENTIONED IN THE 1982 DIRECTIONS IS 2N12Y. IT IS ROCKY EV9220'AND VERY NARROW, BEING PARTLY OVERGROWN BY BUSHES. A DOWNED EV9220'TREE BLOCKED TRUCK TRAVEL ABOUT 0.3 MILES BEFORE REACHING THE STATION EV9220'MARK. EV9220'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD EV9220'CONDITION. EV9220'THE STATION MARK IS COUNTERSUNK ABOUT 1 CM IN A CREVICE NEAR THE NORTH EV9220'EDGE AND IN THE WESTERN 1/3 OF A LARGE, FLAT, EV9220'ROCK-OUTCROPPING. THE STATION MARK WAS COMPLETELY BURIED BY DIRT AND EV9220'LEAF LITTER ON TOP OF THE ROCK OUTCROPPING. EV9220'A 3- TO 4-METER-HIGH TREE IS LOCATED ABOUT 2 METERS WEST OF THE EV9220'STATION MARK, WITH BRANCHES ALMOST TOUCHING THE EV9220'TRIPOD. EV9220' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0816 *********************************************************************** EU0816 DESIGNATION - E 1265 EU0816 PID - EU0816 EU0816 STATE/COUNTY- CA/SAN BERNARDINO EU0816 USGS QUAD - WHIPPLE WASH (1970) EU0816 EU0816 *CURRENT SURVEY CONTROL EU0816 ___________________________________________________________________ EU0816* NAD 83(1986)- 34 15 32. (N) 114 16 13. (W) SCALED EU0816* NAVD 88 - 320.61 (+/-2cm) 1051.9 (feet) VERTCON EU0816 ___________________________________________________________________ EU0816 GEOID HEIGHT- -31.02 (meters) GEOID03 EU0816 EU0816 VERT ORDER - FIRST CLASS I (See Below) EU0816 EU0816.The horizontal coordinates were scaled from a topographic map and have EU0816.an estimated accuracy of +/- 6 seconds. EU0816 EU0816.The NAVD 88 height was computed by applying the VERTCON shift value to EU0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0816.The vertical order pertains to the NGVD 29 superseded value. EU0816 EU0816.The geoid height was determined by GEOID03. EU0816 EU0816; North East Units Estimated Accuracy EU0816;SPC CA 5 - 590,550. 2,343,430. MT (+/- 180 meters Scaled) EU0816 EU0816 SUPERSEDED SURVEY CONTROL EU0816 EU0816 NGVD 29 (08/15/05) 319.968 (m) 1049.76 (f) ADJUSTED 1 1 EU0816 EU0816.Superseded values are not recommended for survey control. EU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0816.See file dsdata.txt to determine how the superseded data were derived. EU0816 EU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT513942(NAD 83) EU0816_MARKER: DB = BENCH MARK DISK EU0816_SETTING: 66 = SET IN ROCK OUTCROP EU0816_SP_SET: SET IN ROCK OUTCROP EU0816_STAMPING: E 1265 1976 EU0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0816+STABILITY: POSITION/ELEVATION WELL EU0816 EU0816 HISTORY - Date Condition Report By EU0816 HISTORY - 1976 MONUMENTED NGS EU0816 EU0816 STATION DESCRIPTION EU0816 EU0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0816'9.53 MI NORTH FROM EARP. EU0816'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0816'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 4.70 MILES EU0816'NORTH ALONG THE COPPER BASIN ROAD, ON THE WEST SIDE OF THE WEST ONE EU0816'OF THE ROCK MOUNDS. WEST MOUND IS THE SMALLER ONE, 44 FT. EAST OF THE EU0816'CENTER LINE OF THE ROAD. COPPER BASIN ROAD LEADS UP THE CENTER OF EU0816'BOWMANS WASH. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0817 *********************************************************************** EU0817 DESIGNATION - F 1265 EU0817 PID - EU0817 EU0817 STATE/COUNTY- CA/SAN BERNARDINO EU0817 USGS QUAD - WHIPPLE WASH (1970) EU0817 EU0817 *CURRENT SURVEY CONTROL EU0817 ___________________________________________________________________ EU0817* NAD 83(1986)- 34 16 26. (N) 114 16 46. (W) SCALED EU0817* NAVD 88 - 382.19 (+/-2cm) 1253.9 (feet) VERTCON EU0817 ___________________________________________________________________ EU0817 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0817 EU0817 VERT ORDER - FIRST CLASS I (See Below) EU0817 EU0817.The horizontal coordinates were scaled from a topographic map and have EU0817.an estimated accuracy of +/- 6 seconds. EU0817 EU0817.The NAVD 88 height was computed by applying the VERTCON shift value to EU0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0817.The vertical order pertains to the NGVD 29 superseded value. EU0817 EU0817.The geoid height was determined by GEOID03. EU0817 EU0817; North East Units Estimated Accuracy EU0817;SPC CA 5 - 592,180. 2,342,520. MT (+/- 180 meters Scaled) EU0817 EU0817 SUPERSEDED SURVEY CONTROL EU0817 EU0817 NGVD 29 (08/15/05) 381.532 (m) 1251.74 (f) ADJUSTED 1 1 EU0817 EU0817.Superseded values are not recommended for survey control. EU0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0817.See file dsdata.txt to determine how the superseded data were derived. EU0817 EU0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT504958(NAD 83) EU0817_MARKER: DB = BENCH MARK DISK EU0817_SETTING: 80 = SET IN A BOULDER EU0817_STAMPING: F 1265 1976 EU0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0817+STABILITY: SURFACE MOTION EU0817 EU0817 HISTORY - Date Condition Report By EU0817 HISTORY - 1976 MONUMENTED NGS EU0817 EU0817 STATION DESCRIPTION EU0817 EU0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0817'10.9 MI NORTH FROM EARP. EU0817'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0817'THENCE 4.40 MILE NORTHWEST ALONG A DRY WASH ROAD, THENCE 6.05 MILES EU0817'NORTH ALONG THE COPPER BASIN ROAD, IN TOP OF A 4 FT. BY 3 FT. BOULDER EU0817'PROJECTING 2 FT. ABOVE THE GROUND, 100 FT. WEST OF THE CENTERLINE OF EU0817'THE ROAD. EU0817'THE MARK IS 2 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0818 *********************************************************************** EU0818 DESIGNATION - G 1265 EU0818 PID - EU0818 EU0818 STATE/COUNTY- CA/SAN BERNARDINO EU0818 USGS QUAD - WHIPPLE WASH (1970) EU0818 EU0818 *CURRENT SURVEY CONTROL EU0818 ___________________________________________________________________ EU0818* NAD 83(1986)- 34 17 31. (N) 114 16 39. (W) SCALED EU0818* NAVD 88 - 452.19 (+/-2cm) 1483.6 (feet) VERTCON EU0818 ___________________________________________________________________ EU0818 GEOID HEIGHT- -30.93 (meters) GEOID03 EU0818 EU0818 VERT ORDER - FIRST CLASS I (See Below) EU0818 EU0818.The horizontal coordinates were scaled from a topographic map and have EU0818.an estimated accuracy of +/- 6 seconds. EU0818 EU0818.The NAVD 88 height was computed by applying the VERTCON shift value to EU0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0818.The vertical order pertains to the NGVD 29 superseded value. EU0818 EU0818.The geoid height was determined by GEOID03. EU0818 EU0818; North East Units Estimated Accuracy EU0818;SPC CA 5 - 594,190. 2,342,630. MT (+/- 180 meters Scaled) EU0818 EU0818 SUPERSEDED SURVEY CONTROL EU0818 EU0818 NGVD 29 (08/15/05) 451.528 (m) 1481.39 (f) ADJUSTED 1 1 EU0818 EU0818.Superseded values are not recommended for survey control. EU0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0818.See file dsdata.txt to determine how the superseded data were derived. EU0818 EU0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT505978(NAD 83) EU0818_MARKER: DB = BENCH MARK DISK EU0818_SETTING: 66 = SET IN ROCK OUTCROP EU0818_SP_SET: SET IN ROCK OUTCROP EU0818_STAMPING: G 1265 1976 EU0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0818+STABILITY: POSITION/ELEVATION WELL EU0818 EU0818 HISTORY - Date Condition Report By EU0818 HISTORY - 1976 MONUMENTED NGS EU0818 EU0818 STATION DESCRIPTION EU0818 EU0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0818'12.40 MI NORTH FROM EARP. EU0818'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0818'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 7.55 MILES EU0818'NORTH ALONG THE COPPER BASIN ROAD, IN TOP OF THE NORTHWEST SIDE OF EU0818'ROCK OUTCROP, 48 FT. WEST OF THE CENTERLINE OF THE ROAD, 27 FT. EAST EU0818'OF THE EAST SIDE OF A DEEP WASH, 0.15 MILE SOUTH OF THE FIRST SUMMIT EU0818'WEST OF COPPER BASIN RESERVOIR. EU0818'THE MARK IS 5 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0833 *********************************************************************** EU0833 DESIGNATION - G 1269 EU0833 PID - EU0833 EU0833 STATE/COUNTY- CA/SAN BERNARDINO EU0833 USGS QUAD - GENE WASH (1975) EU0833 EU0833 *CURRENT SURVEY CONTROL EU0833 ___________________________________________________________________ EU0833* NAD 83(1986)- 34 17 35. (N) 114 09 16. (W) SCALED EU0833* NAVD 88 - 147.87 (+/-2cm) 485.1 (feet) VERTCON EU0833 ___________________________________________________________________ EU0833 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0833 EU0833 VERT ORDER - FIRST CLASS I (See Below) EU0833 EU0833.The horizontal coordinates were scaled from a topographic map and have EU0833.an estimated accuracy of +/- 6 seconds. EU0833 EU0833.The NAVD 88 height was computed by applying the VERTCON shift value to EU0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0833.The vertical order pertains to the NGVD 29 superseded value. EU0833 EU0833.The geoid height was determined by GEOID03. EU0833 EU0833; North East Units Estimated Accuracy EU0833;SPC CA 5 - 594,740. 2,353,940. MT (+/- 180 meters Scaled) EU0833 EU0833 SUPERSEDED SURVEY CONTROL EU0833 EU0833 NGVD 29 (08/15/05) 147.252 (m) 483.11 (f) ADJUSTED 1 1 EU0833 EU0833.Superseded values are not recommended for survey control. EU0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0833.See file dsdata.txt to determine how the superseded data were derived. EU0833 EU0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT619983(NAD 83) EU0833_MARKER: DB = BENCH MARK DISK EU0833_SETTING: 66 = SET IN ROCK OUTCROP EU0833_SP_SET: SET IN ROCK OUTCROP EU0833_STAMPING: G 1269 1976 EU0833_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0833+STABILITY: POSITION/ELEVATION WELL EU0833 EU0833 HISTORY - Date Condition Report By EU0833 HISTORY - 1976 MONUMENTED NGS EU0833 EU0833 STATION DESCRIPTION EU0833 EU0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0833'1.5 MI WEST FROM PARKER DAM. EU0833'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0833'DAM, THENCE 0.9 MILE WEST ALONG A PAVED ROAD, ON THE INSIDE OF A SHARP EU0833'CURVE, AT THE BASE OF A ROCKY KNOLL, 22 FT. NORTHEAST OF THE CENTER EU0833'LINE OF THE ROAD, BENCH MARK IS DIRECTLY UNDER POWER LINES CROSSING EU0833'THE ROAD, IN TOP OUTCROP. EU0833'THE MARK IS 3 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0819 *********************************************************************** EU0819 DESIGNATION - H 1265 EU0819 PID - EU0819 EU0819 STATE/COUNTY- CA/SAN BERNARDINO EU0819 USGS QUAD - WHIPPLE WASH (1970) EU0819 EU0819 *CURRENT SURVEY CONTROL EU0819 ___________________________________________________________________ EU0819* NAD 83(1986)- 34 17 44. (N) 114 16 18. (W) SCALED EU0819* NAVD 88 - 429.01 (+/-2cm) 1407.5 (feet) VERTCON EU0819 ___________________________________________________________________ EU0819 GEOID HEIGHT- -30.93 (meters) GEOID03 EU0819 EU0819 VERT ORDER - FIRST CLASS I (See Below) EU0819 EU0819.The horizontal coordinates were scaled from a topographic map and have EU0819.an estimated accuracy of +/- 6 seconds. EU0819 EU0819.The NAVD 88 height was computed by applying the VERTCON shift value to EU0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0819.The vertical order pertains to the NGVD 29 superseded value. EU0819 EU0819.The geoid height was determined by GEOID03. EU0819 EU0819; North East Units Estimated Accuracy EU0819;SPC CA 5 - 594,610. 2,343,150. MT (+/- 180 meters Scaled) EU0819 EU0819 SUPERSEDED SURVEY CONTROL EU0819 EU0819 NGVD 29 (08/15/05) 428.352 (m) 1405.35 (f) ADJUSTED 1 1 EU0819 EU0819.Superseded values are not recommended for survey control. EU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0819.See file dsdata.txt to determine how the superseded data were derived. EU0819 EU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT511982(NAD 83) EU0819_MARKER: DB = BENCH MARK DISK EU0819_SETTING: 66 = SET IN ROCK OUTCROP EU0819_SP_SET: SET IN ROCK OUTCROP EU0819_STAMPING: H 1265 1976 EU0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0819+STABILITY: POSITION/ELEVATION WELL EU0819 EU0819 HISTORY - Date Condition Report By EU0819 HISTORY - 1976 MONUMENTED NGS EU0819 EU0819 STATION DESCRIPTION EU0819 EU0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0819'12.90 MI N FROM EARP. EU0819'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0819'THENCE 4.4 MILES NORTH ALONG A DRY WASH ROAD, THENCE 8.05 MILES NORTH EU0819'ALONG THE COPPER BASIN ROAD, 16 FT. SOUTHEAST OF THE CENTERLINE OF THE EU0819'ROAD, 11 FT. SOUTH OF THE SOUTHEAST METAL GATE POST, IN TOP OF AND ON EU0819'THE NORTHWEST SIDE OF ROCK OUTCROP, AND IN THE CENTER OF AN S CURVE IN EU0819'THE ROAD. EU0819'THE MARK IS 3 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0832 *********************************************************************** EU0832 DESIGNATION - H 1269 EU0832 PID - EU0832 EU0832 STATE/COUNTY- CA/SAN BERNARDINO EU0832 USGS QUAD - GENE WASH (1975) EU0832 EU0832 *CURRENT SURVEY CONTROL EU0832 ___________________________________________________________________ EU0832* NAD 83(1986)- 34 17 42. (N) 114 09 34. (W) SCALED EU0832* NAVD 88 - 209.46 (+/-2cm) 687.2 (feet) VERTCON EU0832 ___________________________________________________________________ EU0832 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0832 EU0832 VERT ORDER - FIRST CLASS I (See Below) EU0832 EU0832.The horizontal coordinates were scaled from a topographic map and have EU0832.an estimated accuracy of +/- 6 seconds. EU0832 EU0832.The NAVD 88 height was computed by applying the VERTCON shift value to EU0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0832.The vertical order pertains to the NGVD 29 superseded value. EU0832 EU0832.The geoid height was determined by GEOID03. EU0832 EU0832; North East Units Estimated Accuracy EU0832;SPC CA 5 - 594,940. 2,353,480. MT (+/- 180 meters Scaled) EU0832 EU0832 SUPERSEDED SURVEY CONTROL EU0832 EU0832 NGVD 29 (08/15/05) 208.842 (m) 685.18 (f) ADJUSTED 1 1 EU0832 EU0832.Superseded values are not recommended for survey control. EU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0832.See file dsdata.txt to determine how the superseded data were derived. EU0832 EU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT614985(NAD 83) EU0832_MARKER: DB = BENCH MARK DISK EU0832_SETTING: 80 = SET IN A BOULDER EU0832_STAMPING: H 1269 1976 EU0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0832+STABILITY: SURFACE MOTION EU0832 EU0832 HISTORY - Date Condition Report By EU0832 HISTORY - 1976 MONUMENTED NGS EU0832 EU0832 STATION DESCRIPTION EU0832 EU0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0832'2.05 MI WEST FROM PARKER DAM. EU0832'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0832'DAM, THENCE 1.45 MILE NORTHWEST ALONG A PAVED ROAD, IN TOP OF A 4 BY 5 EU0832'FT. BOULDER PROJECTING 3 FT. ABOVE GROUND, ON THE EAST SLOPE OF A EU0832'ROCKY POINT, 69 FT. NORTH OF THE CENTERLINE OF THE ROAD, 170 FT. EU0832'NORTHWEST OF THE CENTERLINE OF THE T JUNCTION OF A GRAVEL ROAD LEADING EU0832'NORTH TO POWER LINES, 0.15 MILE SOUTHWEST OF THE Y JUNCTION OF A ROAD EU0832'LEADING NORTH. EU0832'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0820 *********************************************************************** EU0820 DESIGNATION - J 1265 EU0820 PID - EU0820 EU0820 STATE/COUNTY- CA/SAN BERNARDINO EU0820 USGS QUAD - WHIPPLE WASH (1970) EU0820 EU0820 *CURRENT SURVEY CONTROL EU0820 ___________________________________________________________________ EU0820* NAD 83(1986)- 34 17 56. (N) 114 15 48. (W) SCALED EU0820* NAVD 88 - 396.47 (+/-2cm) 1300.8 (feet) VERTCON EU0820 ___________________________________________________________________ EU0820 GEOID HEIGHT- -30.93 (meters) GEOID03 EU0820 EU0820 VERT ORDER - FIRST CLASS I (See Below) EU0820 EU0820.The horizontal coordinates were scaled from a topographic map and have EU0820.an estimated accuracy of +/- 6 seconds. EU0820 EU0820.The NAVD 88 height was computed by applying the VERTCON shift value to EU0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0820.The vertical order pertains to the NGVD 29 superseded value. EU0820 EU0820.The geoid height was determined by GEOID03. EU0820 EU0820; North East Units Estimated Accuracy EU0820;SPC CA 5 - 595,010. 2,343,900. MT (+/- 180 meters Scaled) EU0820 EU0820 SUPERSEDED SURVEY CONTROL EU0820 EU0820 NGVD 29 (08/15/05) 395.810 (m) 1298.59 (f) ADJUSTED 1 1 EU0820 EU0820.Superseded values are not recommended for survey control. EU0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0820.See file dsdata.txt to determine how the superseded data were derived. EU0820 EU0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT518986(NAD 83) EU0820_MARKER: DB = BENCH MARK DISK EU0820_SETTING: 66 = SET IN ROCK OUTCROP EU0820_SP_SET: SET IN ROCK OUTCROP EU0820_STAMPING: J 1265 1976 EU0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0820+STABILITY: POSITION/ELEVATION WELL EU0820 EU0820 HISTORY - Date Condition Report By EU0820 HISTORY - 1976 MONUMENTED NGS EU0820 EU0820 STATION DESCRIPTION EU0820 EU0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0820'13.45 MI N FROM EARP. EU0820'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0820'THENCE 4.4 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 8.6 MILES EU0820'NORTH ALONG THE COPPER BASIN ROAD, IN TOP OF THE SOUTHWEST END OF EU0820'ROCK OUTCROP PROJECTING 2 FT. ABOVE GROUND, 45 FT. NORTHWEST OF THE EU0820'CENTER LINE OF THE ROAD, 33 FT. SOUTHEAST OF THE CENTER LINE OF A DRY EU0820'WASH. EU0820'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0831 *********************************************************************** EU0831 DESIGNATION - J 1269 EU0831 PID - EU0831 EU0831 STATE/COUNTY- CA/SAN BERNARDINO EU0831 USGS QUAD - GENE WASH (1975) EU0831 EU0831 *CURRENT SURVEY CONTROL EU0831 ___________________________________________________________________ EU0831* NAD 83(1986)- 34 17 34. (N) 114 09 53. (W) SCALED EU0831* NAVD 88 - 209.32 (+/-2cm) 686.7 (feet) VERTCON EU0831 ___________________________________________________________________ EU0831 GEOID HEIGHT- -30.98 (meters) GEOID03 EU0831 EU0831 VERT ORDER - FIRST CLASS I (See Below) EU0831 EU0831.The horizontal coordinates were scaled from a topographic map and have EU0831.an estimated accuracy of +/- 6 seconds. EU0831 EU0831.The NAVD 88 height was computed by applying the VERTCON shift value to EU0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0831.The vertical order pertains to the NGVD 29 superseded value. EU0831 EU0831.The geoid height was determined by GEOID03. EU0831 EU0831; North East Units Estimated Accuracy EU0831;SPC CA 5 - 594,670. 2,353,000. MT (+/- 180 meters Scaled) EU0831 EU0831 SUPERSEDED SURVEY CONTROL EU0831 EU0831 NGVD 29 (08/15/05) 208.697 (m) 684.70 (f) ADJUSTED 1 1 EU0831 EU0831.Superseded values are not recommended for survey control. EU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0831.See file dsdata.txt to determine how the superseded data were derived. EU0831 EU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT609982(NAD 83) EU0831_MARKER: DB = BENCH MARK DISK EU0831_SETTING: 66 = SET IN ROCK OUTCROP EU0831_SP_SET: SET IN ROCK OUTCROP EU0831_STAMPING: J 1269 1976 EU0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0831+STABILITY: POSITION/ELEVATION WELL EU0831 EU0831 HISTORY - Date Condition Report By EU0831 HISTORY - 1976 MONUMENTED NGS EU0831 HISTORY - 1989 GOOD USPSQD EU0831 EU0831 STATION DESCRIPTION EU0831 EU0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0831'2.55 MI SW FROM PARKER DAM. EU0831'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0831'DAM, THENCE 1.95 MILES NORTHWEST ALONG A PAVED ROAD, 0.3 MILE EU0831'SOUTHWEST OF A GRAVEL ROAD LEADING NORTHWEST TO THE GENE WASH EU0831'RESERVOIR DAM, AT A POINT WHERE THE ROAD CUTS THROUGH A LOW ROCKY EU0831'AREA ON A CURVE, 45 FT. SOUTHEAST OF THE CENTERLINE OF THE ROAD, ON EU0831'TOP OF A SMALL ROCK RIDGE IN BEDROCK FLUSH WITH THE GROUND, 0.15 MILE EU0831'NORTHEAST OF A PAVED ROAD LEADING SOUTHWEST, 0.35 MILE EAST OF A Y EU0831'JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO THE GENE PUMPING PLANT EU0831'FIELD HEADQUARTERS. EU0831'THE MARK IS ABOVE LEVEL WITH GROUND. EU0831 EU0831 STATION RECOVERY (1989) EU0831 EU0831'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBC) EU0831'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0821 *********************************************************************** EU0821 DESIGNATION - K 1265 EU0821 PID - EU0821 EU0821 STATE/COUNTY- CA/SAN BERNARDINO EU0821 USGS QUAD - GENE WASH (1975) EU0821 EU0821 *CURRENT SURVEY CONTROL EU0821 ___________________________________________________________________ EU0821* NAD 83(1986)- 34 18 00. (N) 114 14 29. (W) SCALED EU0821* NAVD 88 - 324.35 (+/-2cm) 1064.1 (feet) VERTCON EU0821 ___________________________________________________________________ EU0821 GEOID HEIGHT- -30.94 (meters) GEOID03 EU0821 EU0821 VERT ORDER - FIRST CLASS I (See Below) EU0821 EU0821.The horizontal coordinates were scaled from a topographic map and have EU0821.an estimated accuracy of +/- 6 seconds. EU0821 EU0821.The NAVD 88 height was computed by applying the VERTCON shift value to EU0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0821.The vertical order pertains to the NGVD 29 superseded value. EU0821 EU0821.The geoid height was determined by GEOID03. EU0821 EU0821; North East Units Estimated Accuracy EU0821;SPC CA 5 - 595,210. 2,345,920. MT (+/- 180 meters Scaled) EU0821 EU0821 SUPERSEDED SURVEY CONTROL EU0821 EU0821 NGVD 29 (08/15/05) 323.693 (m) 1061.98 (f) ADJUSTED 1 1 EU0821 EU0821.Superseded values are not recommended for survey control. EU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0821.See file dsdata.txt to determine how the superseded data were derived. EU0821 EU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT538988(NAD 83) EU0821_MARKER: DB = BENCH MARK DISK EU0821_SETTING: 66 = SET IN ROCK OUTCROP EU0821_SP_SET: SET IN ROCK OUTCROP EU0821_STAMPING: K 1265 1976 EU0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0821+STABILITY: POSITION/ELEVATION WELL EU0821 EU0821 HISTORY - Date Condition Report By EU0821 HISTORY - 1976 MONUMENTED NGS EU0821 EU0821 STATION DESCRIPTION EU0821 EU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0821'14.85 MI N FROM EARP. EU0821'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0821'THENCE 4.4 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 10.0 MILE EU0821'NORTH ALONG THE COPPER BASIN ROAD, IN TOP OF THE SOUTH SIDE OF RED EU0821'SANDSTONE OUTCROP AND ON THE NORTH EDGE OF A DRY WASH, 128 FT. EU0821'NORTHEAST OF THE CENTERLINE OF ROAD CROSSING THE WASH, 75 FT. NORTH EU0821'OF THE CENTERLINE OF THE ROAD, 0.25 MILE WEST OF GATE AT Y JUNCTION EU0821'OF DIRT ROADS LEADING SOUTHEAST AND NORTHEAST, COPPER BASIN ROAD LEADS EU0821'NORTHEAST INTO BANDIT PASS. EU0821'THE MARK IS 1 FT ABOVE WASH. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0823 *********************************************************************** EU0823 DESIGNATION - K 1269 EU0823 PID - EU0823 EU0823 STATE/COUNTY- CA/SAN BERNARDINO EU0823 USGS QUAD - GENE WASH (1975) EU0823 EU0823 *CURRENT SURVEY CONTROL EU0823 ___________________________________________________________________ EU0823* NAD 83(1986)- 34 18 11. (N) 114 13 58. (W) SCALED EU0823* NAVD 88 - 353.34 (+/-2cm) 1159.2 (feet) VERTCON EU0823 ___________________________________________________________________ EU0823 GEOID HEIGHT- -30.94 (meters) GEOID03 EU0823 EU0823 VERT ORDER - FIRST CLASS I (See Below) EU0823 EU0823.The horizontal coordinates were scaled from a topographic map and have EU0823.an estimated accuracy of +/- 6 seconds. EU0823 EU0823.The NAVD 88 height was computed by applying the VERTCON shift value to EU0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0823.The vertical order pertains to the NGVD 29 superseded value. EU0823 EU0823.The geoid height was determined by GEOID03. EU0823 EU0823; North East Units Estimated Accuracy EU0823;SPC CA 5 - 595,580. 2,346,700. MT (+/- 180 meters Scaled) EU0823 EU0823 SUPERSEDED SURVEY CONTROL EU0823 EU0823 NGVD 29 (08/15/05) 352.694 (m) 1157.13 (f) ADJUSTED 1 1 EU0823 EU0823.Superseded values are not recommended for survey control. EU0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0823.See file dsdata.txt to determine how the superseded data were derived. EU0823 EU0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT546992(NAD 83) EU0823_MARKER: DB = BENCH MARK DISK EU0823_SETTING: 66 = SET IN ROCK OUTCROP EU0823_SP_SET: SET IN ROCK OUTCROP EU0823_STAMPING: K 1269 1976 EU0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0823+STABILITY: POSITION/ELEVATION WELL EU0823 EU0823 HISTORY - Date Condition Report By EU0823 HISTORY - 1976 MONUMENTED NGS EU0823 EU0823 STATION DESCRIPTION EU0823 EU0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0823'7.15 MI WEST FROM PARKER DAM. EU0823'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0823'DAM, THENCE 4.55 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 2.0 MILES EU0823'SOUTHWEST ALONG COPPER BASIN ROAD, AT THE NORTH END OF BANDIT PASS, EU0823'104 FT. NORTH OF THE CENTERLINE OF A STEEL GATE, 31 FT. WEST OF THE EU0823'CENTERLINE OF THE ROAD, 31 FT. SOUTH OF A POWER POLE, FIRST POLE NORTH EU0823'OF THE GATE, IN BEDROCK AT THE BASE OF A STEEP ROCK HILL, BENCH MARK EU0823'MAY BE REACHED BY GOINE 0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM EU0823'THE POST OFFICE AT EARP, THENCE 4.4 MILES NORTHWEST ALONG A DRY WASH EU0823'ROAD, THENCE 11.45 MILES NORTH ALONG THE COPPER BASIN ROAD. EU0823'THE MARK IS 2 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0822 *********************************************************************** EU0822 DESIGNATION - L 1265 EU0822 PID - EU0822 EU0822 STATE/COUNTY- CA/SAN BERNARDINO EU0822 USGS QUAD - GENE WASH (1975) EU0822 EU0822 *CURRENT SURVEY CONTROL EU0822 ___________________________________________________________________ EU0822* NAD 83(1986)- 34 17 43. (N) 114 13 52. (W) SCALED EU0822* NAVD 88 - 316.14 (+/-2cm) 1037.2 (feet) VERTCON EU0822 ___________________________________________________________________ EU0822 GEOID HEIGHT- -30.95 (meters) GEOID03 EU0822 EU0822 VERT ORDER - FIRST CLASS I (See Below) EU0822 EU0822.The horizontal coordinates were scaled from a topographic map and have EU0822.an estimated accuracy of +/- 6 seconds. EU0822 EU0822.The NAVD 88 height was computed by applying the VERTCON shift value to EU0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0822.The vertical order pertains to the NGVD 29 superseded value. EU0822 EU0822.The geoid height was determined by GEOID03. EU0822 EU0822; North East Units Estimated Accuracy EU0822;SPC CA 5 - 594,720. 2,346,880. MT (+/- 180 meters Scaled) EU0822 EU0822 SUPERSEDED SURVEY CONTROL EU0822 EU0822 NGVD 29 (08/15/05) 315.491 (m) 1035.07 (f) ADJUSTED 1 1 EU0822 EU0822.Superseded values are not recommended for survey control. EU0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0822.See file dsdata.txt to determine how the superseded data were derived. EU0822 EU0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT548983(NAD 83) EU0822_MARKER: DB = BENCH MARK DISK EU0822_SETTING: 66 = SET IN ROCK OUTCROP EU0822_SP_SET: SET IN ROCK OUTCROP EU0822_STAMPING: L 1265 1976 EU0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0822+STABILITY: POSITION/ELEVATION WELL EU0822 EU0822 HISTORY - Date Condition Report By EU0822 HISTORY - 1976 MONUMENTED NGS EU0822 EU0822 STATION DESCRIPTION EU0822 EU0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0822'15.65 MI N FROM EARP. EU0822'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0822'THENCE 4.40 MILES NORTHWEST ALONG A DRY WASH ROAD, THENCE 10.8 MILES EU0822'NORTH ALONG COPPER BASIN ROAD, AT THE SOUTH ENTRANCE TO BANDIT PASS, EU0822'58 FT. SOUTH OF A ELECTRIC GATE AT ENTRANCE TO COPPER BASIN RESERVOIR, EU0822'20.6 FT. WEST OF AND ACROSS ROAD FROM A POWER POLE, FIRST POLE SOUTH EU0822'OF THE GATE, 12 FT. WEST OF THE CENTERLINE OF THE ROAD, IN TOP OF THE EU0822'SOUTHEAST CORNER OF A ROCK LEDGE, BENCH MARK MAY ALSO BE REACHED BY EU0822'GOING 0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF EU0822'THE DAM, THENCE 4.55 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 2.65 EU0822'MILES SOUTHWEST ALONG THE COPPER BASIN ROAD. EU0822'THE MARK IS 4 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0828 *********************************************************************** EU0828 DESIGNATION - L 1269 EU0828 PID - EU0828 EU0828 STATE/COUNTY- CA/SAN BERNARDINO EU0828 USGS QUAD - GENE WASH (1975) EU0828 EU0828 *CURRENT SURVEY CONTROL EU0828 ___________________________________________________________________ EU0828* NAD 83(1986)- 34 17 45. (N) 114 10 40. (W) SCALED EU0828* NAVD 88 - 234.58 (+/-2cm) 769.6 (feet) VERTCON EU0828 ___________________________________________________________________ EU0828 GEOID HEIGHT- -30.97 (meters) GEOID03 EU0828 EU0828 VERT ORDER - FIRST CLASS I (See Below) EU0828 EU0828.The horizontal coordinates were scaled from a topographic map and have EU0828.an estimated accuracy of +/- 6 seconds. EU0828 EU0828.The NAVD 88 height was computed by applying the VERTCON shift value to EU0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0828.The vertical order pertains to the NGVD 29 superseded value. EU0828 EU0828.The geoid height was determined by GEOID03. EU0828 EU0828; North East Units Estimated Accuracy EU0828;SPC CA 5 - 594,970. 2,351,790. MT (+/- 180 meters Scaled) EU0828 EU0828 SUPERSEDED SURVEY CONTROL EU0828 EU0828 NGVD 29 (08/15/05) 233.957 (m) 767.57 (f) ADJUSTED 1 1 EU0828 EU0828.Superseded values are not recommended for survey control. EU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0828.See file dsdata.txt to determine how the superseded data were derived. EU0828 EU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT597985(NAD 83) EU0828_MARKER: DB = BENCH MARK DISK EU0828_SETTING: 80 = SET IN A BOULDER EU0828_STAMPING: L 1269 1976 EU0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0828+STABILITY: SURFACE MOTION EU0828 EU0828 HISTORY - Date Condition Report By EU0828 HISTORY - 1976 MONUMENTED NGS EU0828 EU0828 STATION DESCRIPTION EU0828 EU0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0828'3.35 MI WEST FROM PARKER DAM. EU0828'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0828'DAM, THENCE 2.75 MILES NORTHWEST ALONG A PAVED ROAD, IN TOP OF A 2 BY EU0828'2 FT. BOULDER PROJECTING 1 FT. ABOVE THE GROUND AND ON THE NORTHEAST EU0828'SLOPE OF A SMALL HILL, 0.05 MILE SOUTHWEST AND ACROSS THE ROAD FROM EU0828'POWER LINE TOWER NUMBER 59 G 2, 98 FT. SOUTHWEST OF THE CENTER LINE OF EU0828'THE ROAD, 32 FT. NORTH OF A POWER POLE NUMBER 1282112 E, 0.45 MILE EU0828'NORTHWEST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST TO GENE EU0828'PUMPING STATION. EU0828'THE MARK IS 3 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0827 *********************************************************************** EU0827 DESIGNATION - M 1269 EU0827 PID - EU0827 EU0827 STATE/COUNTY- CA/SAN BERNARDINO EU0827 USGS QUAD - GENE WASH (1975) EU0827 EU0827 *CURRENT SURVEY CONTROL EU0827 ___________________________________________________________________ EU0827* NAD 83(1986)- 34 18 06. (N) 114 11 10. (W) SCALED EU0827* NAVD 88 - 266.08 (+/-2cm) 873.0 (feet) VERTCON EU0827 ___________________________________________________________________ EU0827 GEOID HEIGHT- -30.96 (meters) GEOID03 EU0827 EU0827 VERT ORDER - FIRST CLASS I (See Below) EU0827 EU0827.The horizontal coordinates were scaled from a topographic map and have EU0827.an estimated accuracy of +/- 6 seconds. EU0827 EU0827.The NAVD 88 height was computed by applying the VERTCON shift value to EU0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0827.The vertical order pertains to the NGVD 29 superseded value. EU0827 EU0827.The geoid height was determined by GEOID03. EU0827 EU0827; North East Units Estimated Accuracy EU0827;SPC CA 5 - 595,580. 2,350,990. MT (+/- 180 meters Scaled) EU0827 EU0827 SUPERSEDED SURVEY CONTROL EU0827 EU0827 NGVD 29 (08/15/05) 265.447 (m) 870.89 (f) ADJUSTED 1 1 EU0827 EU0827.Superseded values are not recommended for survey control. EU0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0827.See file dsdata.txt to determine how the superseded data were derived. EU0827 EU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT589991(NAD 83) EU0827_MARKER: DB = BENCH MARK DISK EU0827_SETTING: 80 = SET IN A BOULDER EU0827_STAMPING: M 1269 1976 EU0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0827+STABILITY: SURFACE MOTION EU0827 EU0827 HISTORY - Date Condition Report By EU0827 HISTORY - 1976 MONUMENTED NGS EU0827 EU0827 STATION DESCRIPTION EU0827 EU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0827'4.0 MI NW FROM PARKER DAM. EU0827'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0827'DAM, THENCE 3.40 MILES NORTHWEST ALONG A PAVED ROAD, AT THE T JUNCTION EU0827'OF A GRAVEL ROAD LEADING NORTH TO POWER LINE TOWERS, 27 FT. NORTH OF EU0827'THE CENTER LINE OF THE ROAD, 80 FT. WEST OF POWER POLE NUMBER EU0827'1282118 E, 105 FT. WEST OF THE CENTERLINE OF THE T JUNCTION, IN TOP OF EU0827'A 4 BY 3 FT. BOULDER PROJECTING 3 FT. ABOVE THE GROUND. EU0827'THE MARK IS 3 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0824 *********************************************************************** EU0824 DESIGNATION - N 1269 EU0824 PID - EU0824 EU0824 STATE/COUNTY- CA/SAN BERNARDINO EU0824 USGS QUAD - GENE WASH (1975) EU0824 EU0824 *CURRENT SURVEY CONTROL EU0824 ___________________________________________________________________ EU0824* NAD 83(1986)- 34 18 24. (N) 114 13 11. (W) SCALED EU0824* NAVD 88 - 374.82 (+/-2cm) 1229.7 (feet) VERTCON EU0824 ___________________________________________________________________ EU0824 GEOID HEIGHT- -30.93 (meters) GEOID03 EU0824 EU0824 VERT ORDER - FIRST CLASS I (See Below) EU0824 EU0824.The horizontal coordinates were scaled from a topographic map and have EU0824.an estimated accuracy of +/- 6 seconds. EU0824 EU0824.The NAVD 88 height was computed by applying the VERTCON shift value to EU0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0824.The vertical order pertains to the NGVD 29 superseded value. EU0824 EU0824.The geoid height was determined by GEOID03. EU0824 EU0824; North East Units Estimated Accuracy EU0824;SPC CA 5 - 596,020. 2,347,880. MT (+/- 180 meters Scaled) EU0824 EU0824 SUPERSEDED SURVEY CONTROL EU0824 EU0824 NGVD 29 (08/15/05) 374.180 (m) 1227.62 (f) ADJUSTED 1 1 EU0824 EU0824.Superseded values are not recommended for survey control. EU0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0824.See file dsdata.txt to determine how the superseded data were derived. EU0824 EU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT558996(NAD 83) EU0824_MARKER: DB = BENCH MARK DISK EU0824_SETTING: 66 = SET IN ROCK OUTCROP EU0824_SP_SET: SET IN ROCK OUTCROP EU0824_STAMPING: N 1269 1976 EU0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0824+STABILITY: POSITION/ELEVATION WELL EU0824 EU0824 HISTORY - Date Condition Report By EU0824 HISTORY - 1976 MONUMENTED NGS EU0824 EU0824 STATION DESCRIPTION EU0824 EU0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0824'6.3 MI WEST FROM PARKER DAM. EU0824'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0824'DAM, THENCE 4.55 MILES NORTHWEST ALONG A PAVED ROAD, THENCE 1.15 MILE EU0824'SOUTHWEST ALONG COPPER BASIN ROAD, IN TOP OF A ROCK LEDGE ON THE EU0824'INSIDE OF A CURVE, 20 FT. WEST OF THE CENTERLINE OF THE ROAD, 87 FT. EU0824'NORTHWEST AND ACROSS ROAD FROM A POWER LINE POLE, POLE IS THE FIRST EU0824'POLE WHERE POWER LINE JOINS THE ROAD AGAIN. EU0824'THE MARK IS 5 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0754 *********************************************************************** EU0754 DESIGNATION - NEEDLES AIRPORT EU0754 PID - EU0754 EU0754 STATE/COUNTY- CA/SAN BERNARDINO EU0754 USGS QUAD - NEEDLES (1975) EU0754 EU0754 *CURRENT SURVEY CONTROL EU0754 ___________________________________________________________________ EU0754* NAD 83(1992)- 34 45 49.87165(N) 114 37 12.90685(W) ADJUSTED EU0754* NAVD 88 - 279.265 (meters) 916.22 (feet) ADJUSTED EU0754 ___________________________________________________________________ EU0754 EPOCH DATE - 1991.35 EU0754 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EU0754 GEOID HEIGHT- -30.54 (meters) GEOID03 EU0754 DYNAMIC HT - 278.979 (meters) 915.28 (feet) COMP EU0754 MODELED GRAV- 979,603.4 (mgal) NAVD 88 EU0754 EU0754 HORZ ORDER - THIRD EU0754 VERT ORDER - FIRST CLASS II EU0754 EU0754.This mark is at Needles Airport (EED) EU0754 EU0754.The horizontal coordinates were established by classical geodetic methods EU0754.and adjusted by the National Geodetic Survey in June 1996. EU0754.The horizontal coordinates are valid at the epoch date displayed above. EU0754.The epoch date for horizontal control is a decimal equivalence EU0754.of Year/Month/Day. EU0754 EU0754.The orthometric height was determined by differential leveling EU0754.and adjusted by the National Geodetic Survey in June 1991. EU0754 EU0754.The Laplace correction was computed from DEFLEC99 derived deflections. EU0754 EU0754.The geoid height was determined by GEOID03. EU0754 EU0754.The dynamic height is computed by dividing the NAVD 88 EU0754.geopotential number by the normal gravity value computed on the EU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0754.degrees latitude (g = 980.6199 gals.). EU0754 EU0754.The modeled gravity was interpolated from observed gravity values. EU0754 EU0754; North East Units Scale Factor Converg. EU0754;SPC CA 5 - 645,393.612 2,309,332.399 MT 0.99992215 +1 55 35.4 EU0754;SPC CA 5 - 2,117,428.88 7,576,534.71 sFT 0.99992215 +1 55 35.4 EU0754;SPC AZ W - 417,737.999 133,692.967 MT 1.00001153 -0 29 46.5 EU0754;UTM 11 - 3,849,435.727 717,800.060 MT 1.00018471 +1 21 26.8 EU0754 EU0754! - Elev Factor x Scale Factor = Combined Factor EU0754!SPC CA 5 - 0.99996096 x 0.99992215 = 0.99988311 EU0754!SPC AZ W - 0.99996096 x 1.00001153 = 0.99997249 EU0754!UTM 11 - 0.99996096 x 1.00018471 = 1.00014566 EU0754 EU0754: Primary Azimuth Mark Grid Az EU0754:SPC CA 5 - W 753 036 59 10.1 EU0754:SPC AZ W - W 753 039 24 32.0 EU0754:UTM 11 - W 753 037 33 18.7 EU0754 EU0754|---------------------------------------------------------------------| EU0754| PID Reference Object Distance Geod. Az | EU0754| dddmmss.s | EU0754| EU1051 NEEDLES SILVER WATER TANK APPROX. 8.3 KM 0065900.9 | EU0754| EU0281 W 753 0385445.5 | EU0754| EU0282 Z 753 24.284 METERS 07503 | EU0754|---------------------------------------------------------------------| EU0754 EU0754 SUPERSEDED SURVEY CONTROL EU0754 EU0754 NAD 83(1992)- 34 45 49.87184(N) 114 37 12.90692(W) AD(1984.00) 3 EU0754 NAD 83(1986)- 34 45 49.87952(N) 114 37 12.91521(W) AD(1984.00) 3 EU0754 NAD 27 - 34 45 49.85600(N) 114 37 10.04300(W) AD( ) 3 EU0754 NGVD 29 (07/19/86) 278.59 (m) 914.0 (f) LEVELING 3 EU0754 EU0754.Superseded values are not recommended for survey control. EU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0754.See file dsdata.txt to determine how the superseded data were derived. EU0754 EU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1780049436(NAD 83) EU0754_MARKER: DS = TRIANGULATION STATION DISK EU0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0754_SP_SET: CONCRETE POST EU0754_STAMPING: NEEDLES AIRPORT 1950 EU0754_MARK LOGO: CGS EU0754_PROJECTION: FLUSH EU0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0754+STABILITY: SURFACE MOTION EU0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0754+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0754 EU0754 HISTORY - Date Condition Report By EU0754 HISTORY - 1950 MONUMENTED CGS EU0754 HISTORY - 1977 GOOD LOCENG EU0754 HISTORY - 1981 GOOD NGS EU0754 HISTORY - 20030728 GOOD JOHFRA EU0754 HISTORY - 20050801 GOOD GEOCAC EU0754 EU0754 STATION DESCRIPTION EU0754 EU0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (JCE) EU0754'THE STATION IS ABOUT 5 MILES, AIRLINE, SOUTH OF NEEDLES, AT EU0754'THE ADMINISTRATION BUILDING AT THE NEEDLES MUNICIPAL AIRPORT, EU0754'82 FEET WEST OF THE BUILDING AND 27.7 FEET NORTH OF THE NORTH EU0754'EDGE OF THE SIDE WALK LEADING WEST FROM THE BUILDING TO AN APRON, EU0754'AND AT THE EAST SIDE OF THE APRON. EU0754' EU0754'THE STATION AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN EU0754'CONCRETE. THE UNDER GROUND MARK IS 36 INCHES BELOW THE EU0754'SURFACE OF THE GROUND. THE SURFACE MARK IS A 12 INCH SQUARE EU0754'POST FLUSH WITH THE GROUND. THEY ARE STAMPED NEEDLES AIRPORT EU0754'1950. EU0754' EU0754'B.M. Z 753 (R.M. 1) IS A STANDARD BENCH MARK DISK SET IN A EU0754'10 INCH SQUARE CONCRETE POST, 2.9 FEET WEST OF THE NORTHWEST EU0754'CORNER OF THE ADMINISTRATION BUILDING, AND ABOUT THE SAME EU0754'ELEVATION AS THE STATION. STAMPED Z 753 1945. EU0754' EU0754'B.M. W 753 (AZIMUTH MARK) IS ABOUT 0.5 MILE NORTHEAST OF THE EU0754'STATION, 57 FEET NORTH OF A CATTLE GUARD, 3 FEET WEST OF A EU0754'FENCE LINE AND 2 FEET NORTH OF A WITNESS POST. THE MARK IS EU0754'A STANDARD DISK (BENCH MARK) SET IN A 10 INCH SQUARE CONCRETE EU0754'POST, PROJECTING ABOUT 4 INCHES, AND IS STAMPED W 753 1945. EU0754' EU0754'TO REACH THE STATION FROM THE BANK OF AMERICA IN NEEDLES, GO EU0754'SOUTHWARD ON U.S. HIGHWAY 66 FOR 5.0 MILES TO A PAVED ROAD EU0754'RIGHT AND SIGN (MUNICIPAL AIRPORT). TURN RIGHT, GO 1.0 MILE EU0754'TO A CATTLE GUARD AND BENCH MARK W 753 (AZIMUTH MARK). EU0754'CONTINUE ON PAVED ROAD FOR 0.5 MILE TO THE NEEDLE MUNICIPAL EU0754'AIRPORT AND THE STATION AS DESCRIBED. EU0754 EU0754 STATION RECOVERY (1977) EU0754 EU0754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FB) EU0754'RECOVERED BY ELLIS, MURPHY, AND HOLGATE, CONSULTING ENGINEERS. EU0754' EU0754'NEEDLES AIRPORT GOOD EU0754' EU0754'NEEDLES AIRPORT RM 1 GOOD EU0754' EU0754'0.5 FOOT EAST OF EAST EDGE CONC. APRON. EU0754 EU0754 STATION RECOVERY (1981) EU0754 EU0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EU0754'8.1 KM (5.05 MI) SW FROM NEEDLES. EU0754'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0754'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.3 KM (1.45 MI) WEST ALONG EU0754'NEEDLES AIRPORT ROAD, AT THE NEEDLES MUNICIPAL AIRPORT ADMINISTRATION EU0754'BUILDING, IN A CYCLONE FENCE LINE, 12.2 METERS (40 FT) WEST OF THE EU0754'FLAG POLE, 8.5 METERS (27.7 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, EU0754'24.4 METERS (80 FT) SOUTHWEST OF BENCH MARK Z 753. EU0754'THE MARK IS ABOVE LEVEL WITH THE RUNWAY. EU0754 EU0754 STATION RECOVERY (2003) EU0754 EU0754'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF) EU0754'MARK IS ABOUT 3 CM BELOW THE SURFACE OF THE ASPHALT PAVING. EU0754 EU0754 STATION RECOVERY (2005) EU0754 EU0754'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0754'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU1050 *********************************************************************** EU1050 DESIGNATION - NEEDLES MUNICIPAL AIRPORT BCN EU1050 PID - EU1050 EU1050 STATE/COUNTY- CA/SAN BERNARDINO EU1050 USGS QUAD - NEEDLES (1975) EU1050 EU1050 *CURRENT SURVEY CONTROL EU1050 ___________________________________________________________________ EU1050* NAD 83(1992)- 34 45 49.58949(N) 114 37 10.83225(W) ADJUSTED EU1050* NAVD 88 - EU1050 ___________________________________________________________________ EU1050 EPOCH DATE - 1991.35 EU1050 LAPLACE CORR- -2.38 (seconds) DEFLEC99 EU1050 GEOID HEIGHT- -30.54 (meters) GEOID03 EU1050 EU1050 HORZ ORDER - THIRD EU1050 EU1050.This mark is at Needles Airport (EED) EU1050 EU1050.The horizontal coordinates were established by classical geodetic methods EU1050.and adjusted by the National Geodetic Survey in June 1996. EU1050.The horizontal coordinates are valid at the epoch date displayed above. EU1050.The epoch date for horizontal control is a decimal equivalence EU1050.of Year/Month/Day. EU1050 EU1050 EU1050.The Laplace correction was computed from DEFLEC99 derived deflections. EU1050 EU1050.The geoid height was determined by GEOID03. EU1050 EU1050; North East Units Scale Factor Converg. EU1050;SPC CA 5 - 645,386.696 2,309,385.416 MT 0.99992215 +1 55 36.6 EU1050;SPC CA 5 - 2,117,406.19 7,576,708.65 sFT 0.99992215 +1 55 36.6 EU1050;SPC AZ W - 417,728.847 133,745.649 MT 1.00001143 -0 29 45.3 EU1050;UTM 11 - 3,849,428.283 717,853.019 MT 1.00018499 +1 21 28.0 EU1050 EU1050 SUPERSEDED SURVEY CONTROL EU1050 EU1050 NAD 83(1992)- 34 45 49.58915(N) 114 37 10.83256(W) AD(1984.00) 4 EU1050 NAD 83(1986)- 34 45 49.59574(N) 114 37 10.84127(W) AD(1984.00) 4 EU1050 NAD 27 - 34 45 49.57600(N) 114 37 07.95800(W) AD( ) 3 EU1050 EU1050.Superseded values are not recommended for survey control. EU1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU1050.See file dsdata.txt to determine how the superseded data were derived. EU1050 EU1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1785349428(NAD 83) EU1050_MARKER: 21 = AIRPORT BEACON EU1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EU1050+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU1050 EU1050 HISTORY - Date Condition Report By EU1050 HISTORY - 1948 FIRST OBSERVED CGS EU1050 HISTORY - 1964 GOOD CGS EU1050 HISTORY - 20050801 GOOD GEOCAC EU1050 EU1050 STATION DESCRIPTION EU1050 EU1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (FAR) EU1050'THE STATION IS AT THE NEEDLES MUNICIPAL AIRPORT, 6 MILES, AIRLINE, EU1050'SOUTH BY WEST OF NEEDLES, AND 3 MILES WEST OF U.S. HIGHWAY NO. 66. EU1050' EU1050'THE STATION IS A STANDARD CIVIL AERONAUTICS ADMINISTRATION ROTATING EU1050'BEACON ON TOP OF A 4-LEGGED STEEL TOWER WHICH IS 35 FEET HIGH, EU1050'FLASHING WHITE AND GREEN. EU1050' EU1050'THE FLASHING LIGHT WAS USED FOR POINTINGS, EU1050 EU1050 STATION RECOVERY (1964) EU1050 EU1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WMR) EU1050'THE STATION WAS RECOVERED IN GOOD CONDITION. THE ORIGINAL EU1050'DESCRIPTION IS ADEQUATE. EU1050 EU1050 STATION RECOVERY (2005) EU1050 EU1050'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU1050'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0825 *********************************************************************** EU0825 DESIGNATION - P 1269 EU0825 PID - EU0825 EU0825 STATE/COUNTY- CA/SAN BERNARDINO EU0825 USGS QUAD - GENE WASH (1975) EU0825 EU0825 *CURRENT SURVEY CONTROL EU0825 ___________________________________________________________________ EU0825* NAD 83(1986)- 34 18 30. (N) 114 12 42. (W) SCALED EU0825* NAVD 88 - 340.35 (+/-2cm) 1116.6 (feet) VERTCON EU0825 ___________________________________________________________________ EU0825 GEOID HEIGHT- -30.94 (meters) GEOID03 EU0825 EU0825 VERT ORDER - FIRST CLASS I (See Below) EU0825 EU0825.The horizontal coordinates were scaled from a topographic map and have EU0825.an estimated accuracy of +/- 6 seconds. EU0825 EU0825.The NAVD 88 height was computed by applying the VERTCON shift value to EU0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0825.The vertical order pertains to the NGVD 29 superseded value. EU0825 EU0825.The geoid height was determined by GEOID03. EU0825 EU0825; North East Units Estimated Accuracy EU0825;SPC CA 5 - 596,240. 2,348,620. MT (+/- 180 meters Scaled) EU0825 EU0825 SUPERSEDED SURVEY CONTROL EU0825 EU0825 NGVD 29 (08/15/05) 339.716 (m) 1114.55 (f) ADJUSTED 1 1 EU0825 EU0825.Superseded values are not recommended for survey control. EU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0825.See file dsdata.txt to determine how the superseded data were derived. EU0825 EU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT566998(NAD 83) EU0825_MARKER: DB = BENCH MARK DISK EU0825_SETTING: 66 = SET IN ROCK OUTCROP EU0825_SP_SET: SET IN ROCK OUTCROP EU0825_STAMPING: P 1269 1976 EU0825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0825+STABILITY: POSITION/ELEVATION WELL EU0825 EU0825 HISTORY - Date Condition Report By EU0825 HISTORY - 1976 MONUMENTED NGS EU0825 EU0825 STATION DESCRIPTION EU0825 EU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0825'5.7 MI NW FROM PARKER DAM. EU0825'0.6 MILE SOUTHWEST ALONG THE PARKER DAM ROAD FROM THE CENTER OF THE EU0825'DAM, THENCE 4.55 MILE NORTHWEST ALONG A PAVED ROAD, THENCE 0.55 MILE EU0825'SOUTHWEST ALONG THE COPPER BASIN ROAD, AT A POINT WHERE POWER LINES EU0825'CROSS A CURVE IN THE ROAD, ON THE SOUTHEAST EDGE OF A ROCKY SLOPE, EU0825'29 FT. NORTH OF THE CENTERLINE OF THE ROAD, 71 FT. WEST OF A POWER EU0825'POLE WITH TRANSFORMER. EU0825'THE MARK IS 10 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0837 *********************************************************************** EU0837 DESIGNATION - PARKER DAM EU0837 PID - EU0837 EU0837 STATE/COUNTY- CA/SAN BERNARDINO EU0837 USGS QUAD - GENE WASH (1975) EU0837 EU0837 *CURRENT SURVEY CONTROL EU0837 ___________________________________________________________________ EU0837* NAD 83(1992)- 34 17 47.94411(N) 114 08 22.05105(W) ADJUSTED EU0837* NAVD 88 - 139.83 (+/-2cm) 458.8 (feet) VERTCON EU0837 ___________________________________________________________________ EU0837 EPOCH DATE - 1991.35 EU0837 LAPLACE CORR- 1.16 (seconds) DEFLEC99 EU0837 GEOID HEIGHT- -30.96 (meters) GEOID03 EU0837 EU0837 HORZ ORDER - THIRD EU0837 VERT ORDER - FIRST CLASS I (See Below) EU0837 EU0837.The horizontal coordinates were established by classical geodetic methods EU0837.and adjusted by the National Geodetic Survey in June 1996. EU0837.The horizontal coordinates are valid at the epoch date displayed above. EU0837.The epoch date for horizontal control is a decimal equivalence EU0837.of Year/Month/Day. EU0837 EU0837.The NAVD 88 height was computed by applying the VERTCON shift value to EU0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0837.The vertical order pertains to the NGVD 29 superseded value. EU0837 EU0837.The Laplace correction was computed from DEFLEC99 derived deflections. EU0837 EU0837.The geoid height was determined by GEOID03. EU0837 EU0837; North East Units Scale Factor Converg. EU0837;SPC CA 5 - 595,192.476 2,355,306.766 MT 0.99995337 +2 12 02.0 EU0837;SPC CA 5 - 1,952,727.32 7,727,368.95 sFT 0.99995337 +2 12 02.0 EU0837;SPC AZ W - 365,637.454 177,507.793 MT 0.99994917 -0 13 10.0 EU0837;UTM 11 - 3,798,754.057 763,283.202 MT 1.00045454 +1 36 46.0 EU0837 EU0837! - Elev Factor x Scale Factor = Combined Factor EU0837!SPC CA 5 - 0.99998291 x 0.99995337 = 0.99993628 EU0837!SPC AZ W - 0.99998291 x 0.99994917 = 0.99993208 EU0837!UTM 11 - 0.99998291 x 1.00045454 = 1.00043744 EU0837 EU0837: Primary Azimuth Mark Grid Az EU0837:SPC CA 5 - EUREKA 189 55 02.0 EU0837:SPC AZ W - EUREKA 192 20 14.0 EU0837:UTM 11 - EUREKA 190 30 18.0 EU0837 EU0837|---------------------------------------------------------------------| EU0837| PID Reference Object Distance Geod. Az | EU0837| dddmmss.s | EU0837| EU0949 BOUNDARY PT 6 AZ CA 20.646 METERS 08715 | EU0837| EU0836 PARKER DAM RM 1 8.121 METERS 14228 | EU0837| EU0948 EUREKA APPROX. 2.2 KM 1920704.0 | EU0837| EU0835 PARKER DAM RM 2 6.500 METERS 25925 | EU0837|---------------------------------------------------------------------| EU0837 EU0837 SUPERSEDED SURVEY CONTROL EU0837 EU0837 NAD 83(1992)- 34 17 47.94185(N) 114 08 22.04858(W) AD(1984.00) 3 EU0837 NAD 83(1986)- 34 17 47.94338(N) 114 08 22.05404(W) AD(1984.00) 3 EU0837 NAD 27 - 34 17 47.88973(N) 114 08 19.24371(W) AD( ) 3 EU0837 NGVD 29 (08/15/05) 139.219 (m) 456.75 (f) ADJUSTED 1 1 EU0837 EU0837.Superseded values are not recommended for survey control. EU0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0837.See file dsdata.txt to determine how the superseded data were derived. EU0837 EU0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT6328398754(NAD 83) EU0837_MARKER: DS = TRIANGULATION STATION DISK EU0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE EU0837_SP_SET: CONCRETE DAM EU0837_STAMPING: PARKER DAM 1964 EU0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EU0837 EU0837 HISTORY - Date Condition Report By EU0837 HISTORY - 1964 MONUMENTED CGS EU0837 HISTORY - 1976 GOOD NGS EU0837 EU0837 STATION DESCRIPTION EU0837 EU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (LGB) EU0837'THE STATION IS LOCATED IN THE NORTH SIDEWALK ON TOP OF PARKER DAM EU0837'WHICH IS ABOUT 16 MILES NORTHEAST OF PARKER, ARIZONA. EU0837' EU0837'STATION MARK, A STANDARD DISK STAMPED PARKER DAM 1964, IS SET EU0837'IN A DRILL HOLE IN THE CENTER OF THE NORTH SIDEWALK ON TOP OF THE EU0837'DAM AND IS 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SECOND EU0837'FLOOD GATE EAST OF THE CALIFORNIA SIDE OF THE RIVER. EU0837' EU0837'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED PARKER DAM NO EU0837'1 1964, IS SET IN A DRILL HOLE IN THE CENTER OF THE WEST ONE OF A EU0837'PAIR OF OBSERVATION POINTS WHICH IS AT THE THIRD LIGHT EAST OF THE EU0837'WEST SIDE OF THE DAM AND ON THE SOUTH SIDE OF THE DAM. EU0837' EU0837'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED PARKER DAM NO EU0837'2 1964, IS SET IN A DRILL HOLE IN THE CENTER OF THE NORTH EU0837'SIDEWALK ON TOP OF THE DAM. IT IS 30.3 FEET EAST OF THE WEST EDGE EU0837'OF THE SECOND FLOOD GATE EAST OF THE CALIFORNIA END OF THE DAM EU0837'AND 19.6 FEET WEST OF THE EAST EDGE OF THE SECOND FLOOD GATE EU0837'EAST OF THE CALIFORNIA END OF THE DAM. EU0837' EU0837'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS. EU0837 EU0837 STATION RECOVERY (1976) EU0837 EU0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EU0837'IN PARKER DAM. EU0837'IN THE CENTER OF THE TOP OF PARKER DAM, IN THE SIDEWALK AT NORTH SIDE EU0837'OF DAM, 66.8 FT. WEST OF STATION POINT NO 6, 26.5 FT. NORTHWEST OF EU0837'RM 1, 20.3 FT. EAST OF RM 2, 12 FT. NORTH OF THE CENTERLINE OF THE EU0837'ROAD. EU0837'THE MARK IS 1 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU1053 *********************************************************************** EU1053 DESIGNATION - PARKER JUNCTION EU1053 PID - EU1053 EU1053 STATE/COUNTY- CA/SAN BERNARDINO EU1053 USGS QUAD - NEEDLES (1975) EU1053 EU1053 *CURRENT SURVEY CONTROL EU1053 ___________________________________________________________________ EU1053* NAD 83(1992)- 34 46 13.19564(N) 114 35 50.42363(W) ADJUSTED EU1053* NAVD 88 - 234.52 (+/-2cm) 769.4 (feet) VERTCON EU1053 ___________________________________________________________________ EU1053 EPOCH DATE - 1991.35 EU1053 LAPLACE CORR- -2.24 (seconds) DEFLEC99 EU1053 GEOID HEIGHT- -30.58 (meters) GEOID03 EU1053 EU1053 HORZ ORDER - SECOND EU1053 VERT ORDER - THIRD ? (See Below) EU1053 EU1053.The horizontal coordinates were established by classical geodetic methods EU1053.and adjusted by the National Geodetic Survey in June 1996. EU1053.The horizontal coordinates are valid at the epoch date displayed above. EU1053.The epoch date for horizontal control is a decimal equivalence EU1053.of Year/Month/Day. EU1053 EU1053.The NAVD 88 height was computed by applying the VERTCON shift value to EU1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU1053.The vertical order pertains to the NGVD 29 superseded value. EU1053 EU1053.The Laplace correction was computed from DEFLEC99 derived deflections. EU1053 EU1053.The geoid height was determined by GEOID03. EU1053 EU1053; North East Units Scale Factor Converg. EU1053;SPC CA 5 - 646,182.637 2,311,404.305 MT 0.99992218 +1 56 22.4 EU1053;SPC CA 5 - 2,120,017.53 7,583,332.29 sFT 0.99992218 +1 56 22.4 EU1053;SPC AZ W - 418,438.794 135,796.558 MT 1.00000746 -0 28 59.7 EU1053;UTM 11 - 3,850,204.347 719,880.256 MT 1.00019593 +1 22 14.7 EU1053 EU1053! - Elev Factor x Scale Factor = Combined Factor EU1053!SPC CA 5 - 0.99996799 x 0.99992218 = 0.99989017 EU1053!SPC AZ W - 0.99996799 x 1.00000746 = 0.99997545 EU1053!UTM 11 - 0.99996799 x 1.00019593 = 1.00016391 EU1053 EU1053: Primary Azimuth Mark Grid Az EU1053:SPC CA 5 - PARKER JUNCTION AZ MK 176 18 44.4 EU1053:SPC AZ W - PARKER JUNCTION AZ MK 178 44 06.5 EU1053:UTM 11 - PARKER JUNCTION AZ MK 176 52 52.1 EU1053 EU1053|---------------------------------------------------------------------| EU1053| PID Reference Object Distance Geod. Az | EU1053| dddmmss.s | EU1053| CC6202 PARKER JUNCTION RM 1 13.688 METERS 04149 | EU1053| CC6203 PARKER JUNCTION RM 2 14.361 METERS 12828 | EU1053| CC6201 PARKER JUNCTION AZ MK 1781506.8 | EU1053|---------------------------------------------------------------------| EU1053 EU1053 SUPERSEDED SURVEY CONTROL EU1053 EU1053 NAD 83(1992)- 34 46 13.19577(N) 114 35 50.42377(W) AD(1984.00) 2 EU1053 NAD 83(1986)- 34 46 13.20270(N) 114 35 50.43214(W) AD(1984.00) 2 EU1053 NAD 27 - 34 46 13.18000(N) 114 35 47.55900(W) AD( ) 2 EU1053 NGVD 29 (07/19/86) 233.86 (m) 767.3 (f) LEVELING 3 EU1053 EU1053.Superseded values are not recommended for survey control. EU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU1053.See file dsdata.txt to determine how the superseded data were derived. EU1053 EU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1988050204(NAD 83) EU1053_MARKER: I = METAL ROD EU1053_SETTING: 2 = OBJECT DRIVEN INTO GROUND EU1053_SP_SET: OBJECT IMBEDDED IN GROUND EU1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EU1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU1053+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU1053 EU1053 HISTORY - Date Condition Report By EU1053 HISTORY - 1934 MONUMENTED CGS EU1053 HISTORY - 1948 GOOD CGS EU1053 HISTORY - 1948 GOOD USGS EU1053 HISTORY - 1950 SEE DESCRIPTION CGS EU1053 HISTORY - 1956 GOOD CGS EU1053 HISTORY - 1956 GOOD CGS EU1053 HISTORY - 1970 GOOD USGS EU1053 HISTORY - 1972 GOOD AZHD EU1053 HISTORY - 20050801 GOOD GEOCAC EU1053 EU1053 STATION DESCRIPTION EU1053 EU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CP) EU1053'THE STATION IS LOCATED 5 MILES S OF NEEDLES AND 9 MILES NW EU1053'OF TOPOCK, AT THE JUNCTION OF U.S. HIGHWAY 66 AND THE EU1053'PARKER-NEEDLES ROAD. IT IS LOCATED 0.1 MILE W OF THE JUNCTION EU1053'OF THE ROADS ON THE HIGHEST SMALL KNOLL THERE. EU1053' EU1053'THE STATION MARK IS AN 1-INCH IRON PIPE WITH A HOLE DRILLED EU1053'IN THE TOP OF THE CAP. EU1053' EU1053'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL EU1053'HOLES IN BOULDERS. EU1053' EU1053'REACHED FROM NEEDLES AS FOLLOWS--FROM THE RAILROAD DEPOT EU1053'GO E AND S ON THE U.S. HIGHWAY 66, 5.0 MILES TO THE PARKER EU1053'JUNCTION, TURN RIGHT OR W OFF THE ROAD AND CIRCLE BEHIND EU1053'THE SERVICE STATION LOCATED THERE, THEN UP THE SLIGHT RIDGE EU1053'ABOUT 50 YARDS TO THE STATION. EU1053 EU1053 STATION RECOVERY (1948) EU1053 EU1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RGH) EU1053'DESCRIPTION IS ADEQUATE. EU1053 EU1053 STATION RECOVERY (1948) EU1053 EU1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 EU1053'RECOVERED IN GOOD CONDITION. EU1053 EU1053 STATION RECOVERY (1950) EU1053 EU1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCE) EU1053'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL MARKS EU1053'WERE FOUND IN GOOD CONDITION. TWO ADDITIONS FOLLOW-- EU1053' EU1053'THE PIPE, MARKING THE STATION, IS NOW ENCASED IN A 12- INCH EU1053'SQUARE CONCRETE POST, PROJECTING ABOUT 6 INCHES ABOVE THE EU1053'GROUND. THE PIPE CAP IS STAMPED CAL 101. EU1053' EU1053'AN AZIMUTH MARK WAS ESTABLISHED. IT IS 0.6 MILE SOUTH EU1053'OF THE STATION AT THE TOP OF A RIDGE, 84 FEET WEST OF THE EU1053'CENTER OF U.S. HIGHWAY 95 AND 3 FEET EAST OF A WITNESS POST. EU1053'THE MARK, STAMPED PARKER JUNCTION 1950, IS A STANDARD DISK EU1053'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT EU1053'8 INCHES ABOVE THE GROUND. EU1053' EU1053'A DIFFERENCE IN MEASUREMENTS TO REFERENCE MARKS WERE MADE. EU1053'TO R.M. 1, 13.688 METERS INSTEAD OF PREVIOUS 13.720 METERS. EU1053'TO R.M. 2, 14.361 METERS INSTEAD OF 14.435 METERS. EU1053' EU1053'THE ORIGINAL DESCRIPTION OF ROUTE TO STATION IS ADEQUATE. EU1053 EU1053 STATION RECOVERY (1956) EU1053 EU1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ) EU1053'STATION, R.M. NO. 1 AND AZIMUTH MARK RECOVERED AS DESCRIBED EU1053'IN 1950 IN GOOD CONDITION. R.M. NO. 2 WAS NOT RECOVERED, EU1053'BELIEVED DESTROYED. EU1053 EU1053 STATION RECOVERY (1956) EU1053 EU1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (VRS) EU1053'ALL MARKS RECOVERED IN GOOD CONDITION. THE 1950 RECOVERY NOTE EU1053'IS ADEQUATE. EU1053 EU1053 STATION RECOVERY (1970) EU1053 EU1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EU1053'NOT OCCUPIED. EU1053' EU1053'RM 3--CALIFORNIA HIGHWAY DEPARTMENT BRASS CAP EU1053'STAMPED---USCGS PARKER JUNCTION RM 3---, ON 1-INCH PIPE PROJECTING EU1053'0.3 FT ABOVE GROUND. EU1053 EU1053 STATION RECOVERY (1972) EU1053 EU1053'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (CS) EU1053'GENERAL LOCATION - THE STATION AND THE REFERENCE MARKS EU1053'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE USC AND GS. EU1053 EU1053 STATION RECOVERY (2005) EU1053 EU1053'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU1053'FOUND THE STATION, REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 IN GOOD EU1053'CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0287 *********************************************************************** EU0287 DESIGNATION - PARKER JUNCTION RM 1 EU0287 PID - EU0287 EU0287 STATE/COUNTY- CA/SAN BERNARDINO EU0287 USGS QUAD - NEEDLES (1975) EU0287 EU0287 *CURRENT SURVEY CONTROL EU0287 ___________________________________________________________________ EU0287* NAD 83(1986)- 34 46 13. (N) 114 35 50. (W) SCALED EU0287* NAVD 88 - 232.68 (+/-2cm) 763.4 (feet) VERTCON EU0287 ___________________________________________________________________ EU0287 GEOID HEIGHT- -30.58 (meters) GEOID03 EU0287 EU0287 VERT ORDER - FIRST CLASS II (See Below) EU0287 EU0287.The horizontal coordinates were scaled from a topographic map and have EU0287.an estimated accuracy of +/- 6 seconds. EU0287 EU0287.The NAVD 88 height was computed by applying the VERTCON shift value to EU0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0287.The vertical order pertains to the NGVD 29 superseded value. EU0287 EU0287.The geoid height was determined by GEOID03. EU0287 EU0287; North East Units Estimated Accuracy EU0287;SPC CA 5 - 646,180. 2,311,420. MT (+/- 180 meters Scaled) EU0287 EU0287 SUPERSEDED SURVEY CONTROL EU0287 EU0287 NGVD 29 (??/??/??) 232.021 (m) 761.22 (f) ADJUSTED 1 2 EU0287 EU0287.Superseded values are not recommended for survey control. EU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0287.See file dsdata.txt to determine how the superseded data were derived. EU0287 EU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU198501(NAD 83) EU0287_MARKER: DB = BENCH MARK DISK EU0287_SETTING: 80 = SET IN A BOULDER EU0287_SP_SET: BOULDER EU0287_STAMPING: PARKER JCT NO 1 1934 EU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0287+STABILITY: SURFACE MOTION EU0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0287+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0287 EU0287 HISTORY - Date Condition Report By EU0287 HISTORY - 1934 MONUMENTED CGS EU0287 HISTORY - 20050801 GOOD GEOCAC EU0287 EU0287 STATION DESCRIPTION EU0287 EU0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 EU0287'5.6 MI S FROM NEEDLES. EU0287'45.3 FEET NORTHEAST OF TRIANGULATION STATION PARKER JUNCTION, EU0287'DESCRIBED ABOVE, 350 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, EU0287'MIDWAY BETWEEN THE TOP OF THE HIGHEST KNOLL IN THE LOCALITY AND EU0287'A SADDLE BETWEEN TWO HILLS, IN THE TOP OF A BOULDER, AND ABOUT 6 EU0287'FEET LOWER THAN THE TOP OF THE KNOLL. A STANDARD REFERENCE-MARK, EU0287'STAMPED PARKER JCT NO 1 1934. NOTE-- THE ROD WAS HELD ON THE EU0287'POINT OF THE ARROW. EU0287 EU0287 STATION RECOVERY (2005) EU0287 EU0287'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0287'HANDHELD COORDINATES ARE N34-46-13.62 W114-35-50.16. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 FS1096 *********************************************************************** FS1096 DESIGNATION - PEAK FS1096 PID - FS1096 FS1096 STATE/COUNTY- CA/SAN BERNARDINO FS1096 USGS QUAD - MT MANCHESTER (1983) FS1096 FS1096 *CURRENT SURVEY CONTROL FS1096 ___________________________________________________________________ FS1096* NAD 83(1992)- 35 00 24.08699(N) 114 41 34.95889(W) ADJUSTED FS1096* NAVD 88 - 306. (meters) 1004. (feet) SCALED FS1096 ___________________________________________________________________ FS1096 EPOCH DATE - 1991.35 FS1096 LAPLACE CORR- -6.73 (seconds) DEFLEC99 FS1096 GEOID HEIGHT- -30.31 (meters) GEOID03 FS1096 FS1096 HORZ ORDER - THIRD FS1096 FS1096.The horizontal coordinates were established by classical geodetic methods FS1096.and adjusted by the National Geodetic Survey in June 1996. FS1096.The horizontal coordinates are valid at the epoch date displayed above. FS1096.The epoch date for horizontal control is a decimal equivalence FS1096.of Year/Month/Day. FS1096 FS1096.The orthometric height was scaled from a topographic map. FS1096 FS1096.The Laplace correction was computed from DEFLEC99 derived deflections. FS1096 FS1096.The geoid height was determined by GEOID03. FS1096 FS1096; North East Units Scale Factor Converg. FS1096;SPC CA 5 - 672,095.462 2,301,786.411 MT 0.99993205 +1 53 06.0 FS1096;SPC CA 5 - 2,205,033.19 7,551,777.58 sFT 0.99993205 +1 53 06.0 FS1096;SPC NV E - 8,028,836.199 281,259.256 MT 0.99998135 +0 30 38.7 FS1096;SPC AZ W - 444,737.641 127,282.634 MT 1.00002462 -0 32 27.7 FS1096;UTM 11 - 3,876,217.112 710,516.007 MT 1.00014622 +1 19 26.1 FS1096 FS1096! - Elev Factor x Scale Factor = Combined Factor FS1096!SPC CA 5 - 0.99995677 x 0.99993205 = 0.99988883 FS1096!SPC NV E - 0.99995677 x 0.99998135 = 0.99993812 FS1096!SPC AZ W - 0.99995677 x 1.00002462 = 0.99998139 FS1096!UTM 11 - 0.99995677 x 1.00014622 = 1.00010299 FS1096 FS1096: Primary Azimuth Mark Grid Az FS1096:SPC CA 5 - T 141 015 29 05.5 FS1096:SPC NV E - T 141 016 51 32.8 FS1096:SPC AZ W - T 141 017 54 39.2 FS1096:UTM 11 - T 141 016 02 45.4 FS1096 FS1096|---------------------------------------------------------------------| FS1096| PID Reference Object Distance Geod. Az | FS1096| dddmmss.s | FS1096| FS1110 T 141 APPROX. 3.7 KM 0172211.5 | FS1096|---------------------------------------------------------------------| FS1096 FS1096 SUPERSEDED SURVEY CONTROL FS1096 FS1096 NAD 83(1992)- 35 00 24.08720(N) 114 41 34.95830(W) AD(1984.00) 3 FS1096 NAD 83(1986)- 35 00 24.09593(N) 114 41 34.95906(W) AD(1984.00) 3 FS1096 NAD 27 - 35 00 24.10500(N) 114 41 32.07900(W) AD( ) 3 FS1096 FS1096.Superseded values are not recommended for survey control. FS1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS1096.See file dsdata.txt to determine how the superseded data were derived. FS1096 FS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1051676217(NAD 83) FS1096_MARKER: H = DRILL HOLE FS1096_SETTING: 0 = UNSPECIFIED SETTING FS1096 FS1096 HISTORY - Date Condition Report By FS1096 HISTORY - 1893 MONUMENTED CGS FS1096 FS1096 STATION DESCRIPTION FS1096 FS1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WBF) FS1096'THIS STATION IS ON THE HIGHEST PEAK OF THE FOOTHILLS THAT ARE FS1096'2 MI. DUE W FROM VON SCHMIDT STATION. THERE IS NO WAY OF FS1096'DESCRIBING ANY WAY TO REACH IT, EXCEPT BY SAYING TO GO DUE W FS1096'FROM VON SCHMIDTS STATION TO THE HIGHEST SHARP PEAK OF THE FS1096'FOOTHILLS. IT IS A ROUND, SHARP AND ROCKY PEAK. STATION WAS FS1096'MARKED WITH A LARGE IRREGULAR MASS OF HARD ROCK, WITH ITS FS1096'TOP EVEN WITH THE SURFACE OF THE GROUND. A SHALLOW HOLE WAS FS1096'DRILLED IN THE ROCK, THE CENTER OF WHICH MARKS THE STATION. FS1096'TWO LARGE ROCKS WERE PLACED AS REFERENCE MARKS, WITH ARROWHEADS FS1096'POINTING TO THE STATION. ONE IS N 36 IN. FROM THE STATION FS1096'AND ONE IS E 32 IN. A SIGNAL POLE WAS LEFT STANDING AT THIS FS1096'STATION WITH PILES OF ROCKS AROUND THE LEGS AND CENTER POLE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0815 *********************************************************************** EU0815 DESIGNATION - S 19 EU0815 PID - EU0815 EU0815 STATE/COUNTY- CA/SAN BERNARDINO EU0815 USGS QUAD - PARKER (1975) EU0815 EU0815 *CURRENT SURVEY CONTROL EU0815 ___________________________________________________________________ EU0815* NAD 83(1986)- 34 14 46. (N) 114 17 53. (W) SCALED EU0815* NAVD 88 - 347.92 (+/-2cm) 1141.5 (feet) VERTCON EU0815 ___________________________________________________________________ EU0815 GEOID HEIGHT- -31.05 (meters) GEOID03 EU0815 EU0815 VERT ORDER - FIRST CLASS I (See Below) EU0815 EU0815.The horizontal coordinates were scaled from a topographic map and have EU0815.an estimated accuracy of +/- 6 seconds. EU0815 EU0815.The NAVD 88 height was computed by applying the VERTCON shift value to EU0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EU0815.The vertical order pertains to the NGVD 29 superseded value. EU0815 EU0815.The geoid height was determined by GEOID03. EU0815 EU0815; North East Units Estimated Accuracy EU0815;SPC CA 5 - 589,040. 2,340,920. MT (+/- 180 meters Scaled) EU0815 EU0815 SUPERSEDED SURVEY CONTROL EU0815 EU0815 NGVD 29 (08/15/05) 347.268 (m) 1139.33 (f) ADJUSTED 1 1 EU0815 EU0815.Superseded values are not recommended for survey control. EU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0815.See file dsdata.txt to determine how the superseded data were derived. EU0815 EU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQT488927(NAD 83) EU0815_MARKER: P = PIPE CAP EU0815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EU0815_SP_SET: METAL PIPE DRIVEN INTO GROUND EU0815_STAMPING: 1/4 S 19 1934 EU0815_PROJECTION: PROJECTING 5 CENTIMETERS EU0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EU0815 EU0815 HISTORY - Date Condition Report By EU0815 HISTORY - 1934 MONUMENTED USGLO EU0815 HISTORY - 1976 GOOD NGS EU0815 EU0815 STATION DESCRIPTION EU0815 EU0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 EU0815'7.3 MI NORTH FROM EARP. EU0815'0.45 MILE NORTH ALONG THE PARKER DAM ROAD FROM THE POST OFFICE AT EARP EU0815'THENCE 4.40 MILE NORTHWEST ALONG A DRY WASH ROAD, THENCE 2.45 MILE EU0815'NORTH ALONG THE COPPER BASIN ROAD, 112 FT. NORTHWEST OF THE CENTERLINE EU0815'OF THE ROAD, A GLO SECTION CORNER MARKER PROJECTING 2 FT. ABOVE THE EU0815'LEVEL OF THE GROUND, AT A Y JUNCTION OF WHERE ONE ROAD LEADS UP HILL, EU0815'THE OTHER DOWN THE WASH. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0753 *********************************************************************** EU0753 DESIGNATION - V 1365 EU0753 PID - EU0753 EU0753 STATE/COUNTY- CA/SAN BERNARDINO EU0753 USGS QUAD - NEEDLES (1975) EU0753 EU0753 *CURRENT SURVEY CONTROL EU0753 ___________________________________________________________________ EU0753* NAD 83(1986)- 34 46 42. (N) 114 36 03. (W) SCALED EU0753* NAVD 88 - 225.694 (meters) 740.46 (feet) ADJUSTED EU0753 ___________________________________________________________________ EU0753 GEOID HEIGHT- -30.60 (meters) GEOID03 EU0753 DYNAMIC HT - 225.463 (meters) 739.71 (feet) COMP EU0753 MODELED GRAV- 979,606.3 (mgal) NAVD 88 EU0753 EU0753 VERT ORDER - FIRST CLASS II EU0753 EU0753.The horizontal coordinates were scaled from a topographic map and have EU0753.an estimated accuracy of +/- 6 seconds. EU0753 EU0753.The orthometric height was determined by differential leveling EU0753.and adjusted by the National Geodetic Survey in June 1991. EU0753 EU0753.The geoid height was determined by GEOID03. EU0753 EU0753.The dynamic height is computed by dividing the NAVD 88 EU0753.geopotential number by the normal gravity value computed on the EU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0753.degrees latitude (g = 980.6199 gals.). EU0753 EU0753.The modeled gravity was interpolated from observed gravity values. EU0753 EU0753; North East Units Estimated Accuracy EU0753;SPC CA 5 - 647,060. 2,311,060. MT (+/- 180 meters Scaled) EU0753 EU0753 SUPERSEDED SURVEY CONTROL EU0753 EU0753.No superseded survey control is available for this station. EU0753 EU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU195510(NAD 83) EU0753_MARKER: I = METAL ROD EU0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EU0753_SP_SET: STAINLESS STEEL ROD EU0753_STAMPING: V 1365 1981 EU0753_MARK LOGO: NGS EU0753_PROJECTION: FLUSH EU0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EU0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0753+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0753_ROD/PIPE-DEPTH: 3.6 meters EU0753 EU0753 HISTORY - Date Condition Report By EU0753 HISTORY - 1981 MONUMENTED NGS EU0753 HISTORY - 20050801 GOOD GEOCAC EU0753 EU0753 STATION DESCRIPTION EU0753 EU0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 EU0753'5.8 KM (3.6 MI) SE FROM NEEDLES. EU0753'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0753'INTERSTATE HIGHWAY 40 IN NEEDLES, AT THE NORTHWEST CORNER OF THE EU0753'JUNCTION OF NEEDLES AIRPORT ROAD, 32 METERS (105 FT) SOUTHWEST OF THE EU0753'CENTERLINE OF THE HIGHWAY, 21.6 METERS (71 FT) NORTHWEST OF THE EU0753'CENTERLINE OF THE ROAD, 12.6 METERS (41.5 FT) NORTHWEST OF A WOODEN EU0753'AIRPORT SIGN. EU0753'THE MARK IS 0.6 METERS SE FROM A WITNESS POST. EU0753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. EU0753 EU0753 STATION RECOVERY (2005) EU0753 EU0753'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0753'HANDHELD COORDINATES ARE N34-46-32.16 W114-36-57.66. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 FS1117 *********************************************************************** FS1117 DESIGNATION - VON SCHMIDT 35 LAT POST FS1117 PID - FS1117 FS1117 STATE/COUNTY- CA/SAN BERNARDINO FS1117 USGS QUAD - MT MANCHESTER (1983) FS1117 FS1117 *CURRENT SURVEY CONTROL FS1117 ___________________________________________________________________ FS1117* NAD 83(1992)- 35 00 21.52425(N) 114 39 29.58433(W) ADJUSTED FS1117* NAVD 88 - 159. (meters) 522. (feet) SCALED FS1117 ___________________________________________________________________ FS1117 EPOCH DATE - 1991.35 FS1117 LAPLACE CORR- -4.43 (seconds) DEFLEC99 FS1117 GEOID HEIGHT- -30.43 (meters) GEOID03 FS1117 FS1117 HORZ ORDER - THIRD FS1117 FS1117.The horizontal coordinates were established by classical geodetic methods FS1117.and adjusted by the National Geodetic Survey in June 1996. FS1117.The horizontal coordinates are valid at the epoch date displayed above. FS1117.The epoch date for horizontal control is a decimal equivalence FS1117.of Year/Month/Day. FS1117 FS1117.The orthometric height was scaled from a topographic map. FS1117 FS1117.The Laplace correction was computed from DEFLEC99 derived deflections. FS1117 FS1117.The geoid height was determined by GEOID03. FS1117 FS1117; North East Units Scale Factor Converg. FS1117;SPC CA 5 - 672,121.647 2,304,966.049 MT 0.99993199 +1 54 17.5 FS1117;SPC CA 5 - 2,205,119.10 7,562,209.45 sFT 0.99993199 +1 54 17.5 FS1117;SPC AZ W - 444,629.203 130,460.814 MT 1.00001800 -0 31 15.7 FS1117;SPC NV E - 8,028,786.120 284,438.775 MT 0.99998785 +0 31 50.6 FS1117;UTM 11 - 3,876,212.161 713,696.456 MT 1.00016285 +1 20 38.0 FS1117 FS1117! - Elev Factor x Scale Factor = Combined Factor FS1117!SPC CA 5 - 0.99997987 x 0.99993199 = 0.99991186 FS1117!SPC AZ W - 0.99997987 x 1.00001800 = 0.99999787 FS1117!SPC NV E - 0.99997987 x 0.99998785 = 0.99996772 FS1117!UTM 11 - 0.99997987 x 1.00016285 = 1.00014271 FS1117 FS1117: Primary Azimuth Mark Grid Az FS1117:SPC CA 5 - PEAK 269 31 41.7 FS1117:SPC AZ W - PEAK 271 57 14.9 FS1117:SPC NV E - PEAK 270 54 08.6 FS1117:UTM 11 - PEAK 270 05 21.2 FS1117 FS1117|---------------------------------------------------------------------| FS1117| PID Reference Object Distance Geod. Az | FS1117| dddmmss.s | FS1117| FS1088 FORT MOHAVE FLAGSTAFF APPROX. 5.3 KM 0375113.4 | FS1117| FS1091 PEBBLE APPROX. 3.7 KM 0733552.9 | FS1117| EU1045 SAND APPROX. 4.6 KM 1041110.4 | FS1117| EU1068 COTTONWOOD APPROX. 2.5 KM 1100023.8 | FS1117| EU1046 GRAVEL APPROX. 5.0 KM 1112812.3 | FS1117| EU1070 POINT APPROX. 2.3 KM 1272550.9 | FS1117| FS1123 VON SCHMIDT 35 LAT POST MERIDIAN 468.689 METERS 1795645.9 | FS1117| FS1099 TOPOGRAPHIC INTER BASE 464.067 METERS 2263859.1 | FS1117| FS1113 TOPOGRAPHIC WEST BASE APPROX. 0.5 KM 2362129.0 | FS1117| FS1118 ASTRONOMICAL LAT STA 5.870 METERS 27000 | FS1117| FS1112 VON SCHMIDT W LAT POST 462.802 METERS 2700003.0 | FS1117| FS1096 PEAK APPROX. 3.2 KM 2712559.2 | FS1117| FS1121 VON SCHMIDT 35 LAT POST AZ MK APPROX. 1.8 KM 3224151.8 | FS1117| FS1119 FLAG APPROX. 2.1 KM 3515738.9 | FS1117|---------------------------------------------------------------------| FS1117 FS1117 SUPERSEDED SURVEY CONTROL FS1117 FS1117 NAD 83(1992)- 35 00 21.52431(N) 114 39 29.58459(W) AD(1984.00) 3 FS1117 NAD 83(1986)- 35 00 21.53264(N) 114 39 29.58467(W) AD(1984.00) 3 FS1117 NAD 27 - 35 00 21.54200(N) 114 39 26.70600(W) AD( ) 3 FS1117 FS1117.Superseded values are not recommended for survey control. FS1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS1117.See file dsdata.txt to determine how the superseded data were derived. FS1117 FS1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1369676212(NAD 83) FS1117 FS1117 HISTORY - Date Condition Report By FS1117 HISTORY - UNK MONUMENTED FS1117 HISTORY - 1893 SEE DESCRIPTION CGS FS1117 FS1117 STATION DESCRIPTION FS1117 FS1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (CHS) FS1117'IN 1873 TWO POSTS WERE PLACED BY MR. ALLEXEY W. VON SCHMIDT, FS1117'UNITED STATES ASTRONOMER, TO MARK THE THIRTY-FIFTH DEGREE OF FS1117'N LATITUDE ON THE W SIDE OF THE COLORADO RIVER, ABOUT 12 MILES FS1117'N OF THE TOWN OF NEEDLES, CALIFORNIA. THE POST NEAREST THE RIVER FS1117'IS ON A SAND AND GRAVEL BLUFF, ABOUT 50 FEET ABOVE THE WATER FS1117'AND ABOUT 40 FEET FROM THE SHORELINE. FS1117' FS1117'AT THIS TIME (1893) THE WATER IS A LAKE, THE REMAINS OF AN FS1117'OLD RIVER CHANNEL. THE OTHER POST IS 463 METERS W. THE POST FS1117'NEAREST THE RIVER WAS USED AS A POINT IN TRIANGULATION AND ALSO FS1117'AS THE AZIMUTH STATION. A LARGE MOUND OF STONE AND SAND FS1117'SURROUNDED THIS POST, WHICH WAS WELL PRESERVED, WITH THE ORIGINAL FS1117'CARVINGS IN GOOD CONDITION. THIS POST WAS TEMPORARILY MOVED, FS1117'A STONE WITH A DRILL HOLE WAS PLACED 2 FEET BENEATH THE SURFACE, FS1117'AND A LARGER STONE WITH A DRILL HOLE WAS SET AS A SURFACE MARK. FS1117'AFTER THE OBSERVATIONS WERE COMPLETED FOR AZIMUTH AND FS1117'HORIZONTAL ANGLES, THE POST WAS CAREFULLY CENTERED OVER ITS FS1117'OLD POSITION AND A LARGE CAIRN WAS BUILT AROUND IT. THIS FS1117'POINT IS ALSO THE N END OF A MERIDIAN LINE, THE S END OF WHICH FS1117'IS 468.69 METERS DISTANT, AND MARKED BY A 12- BY 18- BY FS1117'10-INCH CONCRETE BLOCK WITH A SMALL HOLE IN IT. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0755 *********************************************************************** EU0755 DESIGNATION - W 1365 EU0755 PID - EU0755 EU0755 STATE/COUNTY- CA/SAN BERNARDINO EU0755 USGS QUAD - NEEDLES (1975) EU0755 EU0755 *CURRENT SURVEY CONTROL EU0755 ___________________________________________________________________ EU0755* NAD 83(1986)- 34 46 10. (N) 114 35 45. (W) SCALED EU0755* NAVD 88 - 222.800 (meters) 730.97 (feet) ADJUSTED EU0755 ___________________________________________________________________ EU0755 GEOID HEIGHT- -30.58 (meters) GEOID03 EU0755 DYNAMIC HT - 222.573 (meters) 730.22 (feet) COMP EU0755 MODELED GRAV- 979,607.7 (mgal) NAVD 88 EU0755 EU0755 VERT ORDER - FIRST CLASS II EU0755 EU0755.The horizontal coordinates were scaled from a topographic map and have EU0755.an estimated accuracy of +/- 6 seconds. EU0755 EU0755.The orthometric height was determined by differential leveling EU0755.and adjusted by the National Geodetic Survey in June 1991. EU0755 EU0755.The geoid height was determined by GEOID03. EU0755 EU0755.The dynamic height is computed by dividing the NAVD 88 EU0755.geopotential number by the normal gravity value computed on the EU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0755.degrees latitude (g = 980.6199 gals.). EU0755 EU0755.The modeled gravity was interpolated from observed gravity values. EU0755 EU0755; North East Units Estimated Accuracy EU0755;SPC CA 5 - 646,090. 2,311,550. MT (+/- 180 meters Scaled) EU0755 EU0755 SUPERSEDED SURVEY CONTROL EU0755 EU0755.No superseded survey control is available for this station. EU0755 EU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU200501(NAD 83) EU0755_MARKER: I = METAL ROD EU0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EU0755_SP_SET: STAINLESS STEEL ROD EU0755_STAMPING: W 1365 1981 EU0755_MARK LOGO: NGS EU0755_PROJECTION: FLUSH EU0755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EU0755+STABILITY: POSITION/ELEVATION WELL EU0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EU0755+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0755_ROD/PIPE-DEPTH: 12.2 meters EU0755 EU0755 HISTORY - Date Condition Report By EU0755 HISTORY - 1981 MONUMENTED NGS EU0755 HISTORY - 20050801 GOOD GEOCAC EU0755 EU0755 STATION DESCRIPTION EU0755 EU0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 EU0755'8.9 KM (5.5 MI) SE FROM NEEDLES. EU0755'8.9 KM (5.5 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0755'INTERSTATE HIGHWAY 40 IN NEEDLES, AT THE JUNCTION OF FIVE MILE ROAD, EU0755'AT THE SOUTHWEST CORNER OF THE CALARIZONA TRAILER PARK CINDER BLOCK EU0755'UTILITY BUILDING, 24.8 METERS (81.5 FT) NORTHEAST OF THE CENTERLINE OF EU0755'FIVE MILE ROAD, 0.7 METER (2.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER EU0755'OF THE UTILITY BUILDING, 13.3 METERS (43.5 FT) NORTHEAST OF TELEPHONE EU0755'POLE T 395 WITH A GUY WIRE. EU0755 EU0755 STATION RECOVERY (2005) EU0755 EU0755'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0755'HANDHELD COORDINATES ARE N34-46-11.04 W114-35-42.66. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0281 *********************************************************************** EU0281 DESIGNATION - W 753 EU0281 PID - EU0281 EU0281 STATE/COUNTY- CA/SAN BERNARDINO EU0281 USGS QUAD - NEEDLES (1975) EU0281 EU0281 *CURRENT SURVEY CONTROL EU0281 ___________________________________________________________________ EU0281* NAD 83(1986)- 34 46 11. (N) 114 36 52. (W) SCALED EU0281* NAVD 88 - 261.346 (meters) 857.43 (feet) ADJUSTED EU0281 ___________________________________________________________________ EU0281 GEOID HEIGHT- -30.56 (meters) GEOID03 EU0281 DYNAMIC HT - 261.079 (meters) 856.56 (feet) COMP EU0281 MODELED GRAV- 979,604.7 (mgal) NAVD 88 EU0281 EU0281 VERT ORDER - FIRST CLASS II EU0281 EU0281.This mark is at Needles Airport (EED) EU0281 EU0281.The horizontal coordinates were scaled from a topographic map and have EU0281.an estimated accuracy of +/- 6 seconds. EU0281 EU0281.The orthometric height was determined by differential leveling EU0281.and adjusted by the National Geodetic Survey in June 1991. EU0281 EU0281.The geoid height was determined by GEOID03. EU0281 EU0281.The dynamic height is computed by dividing the NAVD 88 EU0281.geopotential number by the normal gravity value computed on the EU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0281.degrees latitude (g = 980.6199 gals.). EU0281 EU0281.The modeled gravity was interpolated from observed gravity values. EU0281 EU0281; North East Units Estimated Accuracy EU0281;SPC CA 5 - 646,060. 2,309,840. MT (+/- 180 meters Scaled) EU0281 EU0281 SUPERSEDED SURVEY CONTROL EU0281 EU0281 NGVD 29 (??/??/??) 260.677 (m) 855.24 (f) ADJUSTED 1 2 EU0281 EU0281.Superseded values are not recommended for survey control. EU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0281.See file dsdata.txt to determine how the superseded data were derived. EU0281 EU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU183500(NAD 83) EU0281_MARKER: DB = BENCH MARK DISK EU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0281_STAMPING: W 753 1945 EU0281_MARK LOGO: CGS EU0281_PROJECTION: FLUSH EU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0281+STABILITY: SURFACE MOTION EU0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0281+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0281 EU0281 HISTORY - Date Condition Report By EU0281 HISTORY - 1945 MONUMENTED CGS EU0281 HISTORY - 1981 GOOD NGS EU0281 HISTORY - 20030728 GOOD JOHFRA EU0281 HISTORY - 20030728 GOOD JOHFRA EU0281 HISTORY - 20050801 GOOD GEOCAC EU0281 EU0281 STATION DESCRIPTION EU0281 EU0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 EU0281'AT NEEDLES MUNICIPAL AIRPORT. EU0281'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 1.0 MILE WEST EU0281'ALONG A PAVED DRIVE FROM THE JUNCTION OF U.S. HIGHWAY 95, 0.5 EU0281'MILE NORTHEAST OF THE ADMINISTRATION BUILDING, 49.4 FEET NORTH OF EU0281'THE NORTHWEST CORNER OF THE CONCRETE WALL OF THE CATTLE GUARD EU0281'ACROSS THE ROAD, AT THE INTERSECTION OF THE DRIVE AND THE BOUNDARY EU0281'FENCE, 59 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET EU0281'WEST OF THE BOUNDARY FENCE, AND 2.5 FEET NORTH OF A WHITE WOODEN EU0281'WITNESS POST. A STANDARD DISK, STAMPED W 753 1945 AND SET IN EU0281'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. EU0281 EU0281 STATION RECOVERY (1981) EU0281 EU0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EU0281'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0281'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 1.5 KM (0.95 MI) WEST ALONG EU0281'NEEDLES AIRPORT ROAD, ACROSS THE ROAD FROM THE SAN BERNARDINO COUNTY EU0281'TRANSPORTATION MAINTAINENCE YARD, 18.0 METERS (59 FT) NORTH OF THE EU0281'CENTERLINE OF THE ROAD, 4.7 METERS (15.5 FT) EAST OF POWER LINE POLE EU0281'225 WITH A TRANSFORMER, 1.2 METERS (4 FT) SOUTHWEST OF A FENCE CORNER. EU0281'THIS MARK IS THE NEEDLES AIRPORT AZIMUTH MARK. EU0281'THE MARK IS 0.6 METERS S FROM A WITNESS POST. EU0281'THE MARK IS ABOVE LEVEL WITH THE ROAD. EU0281 EU0281 STATION RECOVERY (2003) EU0281 EU0281'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF) EU0281'RECOVERED IN GOOD CONDITION. EU0281 EU0281 STATION RECOVERY (2003) EU0281 EU0281'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF) EU0281'HANDHELD GPS POSITION - N 34-46-11.0, W 114-36-52.2 EU0281 EU0281 STATION RECOVERY (2005) EU0281 EU0281'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0281'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0756 *********************************************************************** EU0756 DESIGNATION - X 1365 EU0756 PID - EU0756 EU0756 STATE/COUNTY- CA/SAN BERNARDINO EU0756 USGS QUAD - NEEDLES (1975) EU0756 EU0756 *CURRENT SURVEY CONTROL EU0756 ___________________________________________________________________ EU0756* NAD 83(1986)- 34 45 42. (N) 114 34 31. (W) SCALED EU0756* NAVD 88 - 199.295 (meters) 653.85 (feet) ADJUSTED EU0756 ___________________________________________________________________ EU0756 GEOID HEIGHT- -30.59 (meters) GEOID03 EU0756 DYNAMIC HT - 199.093 (meters) 653.19 (feet) COMP EU0756 MODELED GRAV- 979,613.2 (mgal) NAVD 88 EU0756 EU0756 VERT ORDER - FIRST CLASS II EU0756 EU0756.The horizontal coordinates were scaled from a topographic map and have EU0756.an estimated accuracy of +/- 6 seconds. EU0756 EU0756.The orthometric height was determined by differential leveling EU0756.and adjusted by the National Geodetic Survey in June 1991. EU0756 EU0756.The geoid height was determined by GEOID03. EU0756 EU0756.The dynamic height is computed by dividing the NAVD 88 EU0756.geopotential number by the normal gravity value computed on the EU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0756.degrees latitude (g = 980.6199 gals.). EU0756 EU0756.The modeled gravity was interpolated from observed gravity values. EU0756 EU0756; North East Units Estimated Accuracy EU0756;SPC CA 5 - 645,290. 2,313,460. MT (+/- 180 meters Scaled) EU0756 EU0756 SUPERSEDED SURVEY CONTROL EU0756 EU0756.No superseded survey control is available for this station. EU0756 EU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU219492(NAD 83) EU0756_MARKER: DB = BENCH MARK DISK EU0756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE EU0756_SP_SET: ABUTMENT EU0756_STAMPING: X 1365 1981 EU0756_MARK LOGO: NGS EU0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EU0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EU0756+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0756 EU0756 HISTORY - Date Condition Report By EU0756 HISTORY - 1981 MONUMENTED NGS EU0756 HISTORY - 20050801 GOOD GEOCAC EU0756 EU0756 STATION DESCRIPTION EU0756 EU0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 EU0756'11.3 KM (7.0 MI) SE FROM NEEDLES. EU0756'8.9 KM (5.5 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0756'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.4 KM (1.5 MI) SOUTHEAST EU0756'ALONG (OLD US HIGHWAY 66) FIVE MILE ROAD, AT THE INTERSTATE HIGHWAY 40 EU0756'UNDERPASS, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT, 10.4 KM (6.45 EU0756'MI) NORTHWEST OF TOPOCK, 1.5 METERS (15 FT) SOUTH OF THE CENTERLINE OF EU0756'THE ROAD. EU0756'THE MARK IS 0.3 M ABOVE THE ROAD. EU0756 EU0756 STATION RECOVERY (2005) EU0756 EU0756'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0756'HANDHELD COORDINATES ARE N34-45-45.36 W114-34-28.98. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0284 *********************************************************************** EU0284 DESIGNATION - Y 753 EU0284 PID - EU0284 EU0284 STATE/COUNTY- CA/SAN BERNARDINO EU0284 USGS QUAD - NEEDLES (1975) EU0284 EU0284 *CURRENT SURVEY CONTROL EU0284 ___________________________________________________________________ EU0284* NAD 83(1986)- 34 45 50. (N) 114 37 10. (W) SCALED EU0284* NAVD 88 - 279.241 (meters) 916.14 (feet) ADJUSTED EU0284 ___________________________________________________________________ EU0284 GEOID HEIGHT- -30.54 (meters) GEOID03 EU0284 DYNAMIC HT - 278.955 (meters) 915.20 (feet) COMP EU0284 MODELED GRAV- 979,603.7 (mgal) NAVD 88 EU0284 EU0284 VERT ORDER - FIRST CLASS II EU0284 EU0284.This mark is at Needles Airport (EED) EU0284 EU0284.The horizontal coordinates were scaled from a topographic map and have EU0284.an estimated accuracy of +/- 6 seconds. EU0284 EU0284.The orthometric height was determined by differential leveling EU0284.and adjusted by the National Geodetic Survey in June 1991. EU0284 EU0284.The geoid height was determined by GEOID03. EU0284 EU0284.The dynamic height is computed by dividing the NAVD 88 EU0284.geopotential number by the normal gravity value computed on the EU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0284.degrees latitude (g = 980.6199 gals.). EU0284 EU0284.The modeled gravity was interpolated from observed gravity values. EU0284 EU0284; North East Units Estimated Accuracy EU0284;SPC CA 5 - 645,400. 2,309,410. MT (+/- 180 meters Scaled) EU0284 EU0284 SUPERSEDED SURVEY CONTROL EU0284 EU0284 NGVD 29 (??/??/??) 278.571 (m) 913.95 (f) ADJUSTED 1 2 EU0284 EU0284.Superseded values are not recommended for survey control. EU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0284.See file dsdata.txt to determine how the superseded data were derived. EU0284 EU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU178494(NAD 83) EU0284_MARKER: DB = BENCH MARK DISK EU0284_SETTING: 30 = SET IN A LIGHT STRUCTURE EU0284_SP_SET: CONCRETE LIGHT CONTROL VAULT EU0284_STAMPING: Y 753 1945 EU0284_MARK LOGO: CGS EU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EU0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EU0284+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2003 EU0284 EU0284 HISTORY - Date Condition Report By EU0284 HISTORY - 1945 MONUMENTED CGS EU0284 HISTORY - 1981 GOOD NGS EU0284 HISTORY - 20030728 GOOD JOHFRA EU0284 HISTORY - 20050801 POOR GEOCAC EU0284 EU0284 STATION DESCRIPTION EU0284 EU0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 EU0284'AT NEEDLES MUNICIPAL AIRPORT. EU0284'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 21.8 FEET EU0284'SOUTH OF THE SOUTHWEST LEG OF THE ROTATING-BEACON TOWER, IN THE EU0284'WEST FACE OF THE CONCRETE LIGHT-CONTROL VAULT, 0.3 FOOT NORTH OF EU0284'THE SOUTHWEST CORNER, AND 1.7 FEET ABOVE THE GROUND. A STANDARD EU0284'DISK, STAMPED Y 753 1945 AND SET VERTICALLY. EU0284 EU0284 STATION RECOVERY (1981) EU0284 EU0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EU0284'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0284'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.3 KM (1.45 MI) WEST ALONG EU0284'NEEDLES AIRPORT ROAD, SET VERTICALLY IN THE WEST FACE OF A SMALL EU0284'LIGHT-CONTROL BUILDING, 6.6 METERS (21.8 FT) SOUTH OF THE SOUTHWEST EU0284'LEG OF THE BEACON TOWER. EU0284'THE MARK IS 0.6 M ABOVE THE GROUND. EU0284 EU0284 STATION RECOVERY (2003) EU0284 EU0284'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF) EU0284'MARK IS IN BUT COVERED BY WHAT APPEARS TO BE MANY COATS OF PAINT. EU0284'BEING A VERTICALLY MOUNTED MARK, IT WOULD TAKE SOME CLEANING TO EU0284'UNCOVER THE PRECISE DATUM POINT PRIOR TO USE. N344549.3, W1143710.9 EU0284 EU0284 STATION RECOVERY (2005) EU0284 EU0284'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0284'THE DISK HAS BEEN PAINTED OVER SEVERAL TIMES AND IS UNREADABLE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 EU0282 *********************************************************************** EU0282 DESIGNATION - Z 753 EU0282 PID - EU0282 EU0282 STATE/COUNTY- CA/SAN BERNARDINO EU0282 USGS QUAD - NEEDLES (1975) EU0282 EU0282 *CURRENT SURVEY CONTROL EU0282 ___________________________________________________________________ EU0282* NAD 83(1992)- 34 45 50.07501(N) 114 37 11.98427(W) ADJUSTED EU0282* NAVD 88 - 279.013 (meters) 915.40 (feet) ADJUSTED EU0282 ___________________________________________________________________ EU0282 EPOCH DATE - 1991.35 EU0282 LAPLACE CORR- -2.39 (seconds) DEFLEC99 EU0282 GEOID HEIGHT- -30.54 (meters) GEOID03 EU0282 DYNAMIC HT - 278.727 (meters) 914.46 (feet) COMP EU0282 MODELED GRAV- 979,603.5 (mgal) NAVD 88 EU0282 EU0282 HORZ ORDER - SECOND EU0282 VERT ORDER - FIRST CLASS II EU0282 EU0282.This mark is at Needles Airport (EED) EU0282 EU0282.The horizontal coordinates were established by classical geodetic methods EU0282.and adjusted by the National Geodetic Survey in June 1996. EU0282.The horizontal coordinates are valid at the epoch date displayed above. EU0282.The epoch date for horizontal control is a decimal equivalence EU0282.of Year/Month/Day. EU0282 EU0282.The orthometric height was determined by differential leveling EU0282.and adjusted by the National Geodetic Survey in June 1991. EU0282 EU0282.The Laplace correction was computed from DEFLEC99 derived deflections. EU0282 EU0282.The geoid height was determined by GEOID03. EU0282 EU0282.The dynamic height is computed by dividing the NAVD 88 EU0282.geopotential number by the normal gravity value computed on the EU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EU0282.degrees latitude (g = 980.6199 gals.). EU0282 EU0282.The modeled gravity was interpolated from observed gravity values. EU0282 EU0282; North East Units Scale Factor Converg. EU0282;SPC CA 5 - 645,400.663 2,309,355.635 MT 0.99992215 +1 55 35.9 EU0282;SPC CA 5 - 2,117,452.01 7,576,610.95 sFT 0.99992215 +1 55 35.9 EU0282;SPC AZ W - 417,744.062 133,716.482 MT 1.00001149 -0 29 45.9 EU0282;UTM 11 - 3,849,442.549 717,823.371 MT 1.00018483 +1 21 27.4 EU0282 EU0282! - Elev Factor x Scale Factor = Combined Factor EU0282!SPC CA 5 - 0.99996100 x 0.99992215 = 0.99988315 EU0282!SPC AZ W - 0.99996100 x 1.00001149 = 0.99997249 EU0282!UTM 11 - 0.99996100 x 1.00018483 = 1.00014582 EU0282 EU0282 SUPERSEDED SURVEY CONTROL EU0282 EU0282 NAD 83(1992)- 34 45 50.07521(N) 114 37 11.98434(W) AD(1984.00) 2 EU0282 NAD 83(1986)- 34 45 50.08288(N) 114 37 11.99263(W) AD(1984.00) 2 EU0282 NAD 27 - 34 45 50.05900(N) 114 37 09.12000(W) AD( ) 2 EU0282 NGVD 29 (??/??/??) 278.340 (m) 913.19 (f) ADJUSTED 1 2 EU0282 EU0282.Superseded values are not recommended for survey control. EU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EU0282.See file dsdata.txt to determine how the superseded data were derived. EU0282 EU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQU1782349443(NAD 83) EU0282_MARKER: DB = BENCH MARK DISK EU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EU0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT EU0282_STAMPING: Z 753 1945 EU0282_MARK LOGO: CGS EU0282_PROJECTION: PROJECTING 10 CENTIMETERS EU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EU0282+STABILITY: SURFACE MOTION EU0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EU0282+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005 EU0282 EU0282 HISTORY - Date Condition Report By EU0282 HISTORY - 1950 MONUMENTED CGS EU0282 HISTORY - 1951 GOOD NGS EU0282 HISTORY - 1981 GOOD NGS EU0282 HISTORY - 20030728 GOOD JOHFRA EU0282 HISTORY - 20050801 GOOD GEOCAC EU0282 EU0282 STATION DESCRIPTION EU0282 EU0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 EU0282'B.M. Z 753 IS A STANDARD BENCH MARK DISK SET IN A EU0282'10 INCH SQUARE CONCRETE POST, 2.9 FEET WEST OF THE NORTHWEST EU0282'CORNER OF THE ADMINISTRATION BUILDING, AND ABOUT THE SAME EU0282'ELEVATION AS STATION NEEDLES AIRPORT. STAMPED Z 753 1945. EU0282 EU0282 STATION RECOVERY (1951) EU0282 EU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951 EU0282'5 MI S FROM NEEDLES. EU0282'AT NEEDLES MUNICIPAL AIRPORT, SAN BERNARDINO COUNTY, 13.1 FEET EU0282'NORTH OF THE NORTH EDGE OF THE CONCRETE PORCH IN FRONT OF THE EU0282'STUCCO BUILDING FORMERLY OCCUPIED BY TRANSCONTINENTAL AND WESTERN EU0282'AIR, INC., AND 2.9 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER EU0282'OF THE BUILDING. A STANDARD DISK, STAMPED Z 753 1945 AND SET IN EU0282'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND. EU0282'NOTE-- THE STATION WAS USED AS REFERENCE MARK NO. 1 FOR TRIANGULATION EU0282'STATION NEEDLES AIRPORT. EU0282 EU0282 STATION RECOVERY (1981) EU0282 EU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EU0282'5.8 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 95 FROM THE JUNCTION OF EU0282'INTERSTATE HIGHWAY 40 IN NEEDLES, THENCE 2.3 KM (1.45 MI) WEST ALONG EU0282'NEEDLES AIRPORT ROAD, AT THE NEEDLES MUNICIPAL AIRPORT, 0.9 METER 2.9 EU0282'FT) WEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 12.5 EU0282'METERS (41 FT) EAST OF THE FLAG POLE, 24.4 METERS (80 FT) NORTHEAST OF EU0282'TRAINGULATION STATION NEEDLES AIRPORT. THIS MARK IS REFERENCE MARK 1 EU0282'OF HORIZONTAL STATION NEEDLES AIRPORT. EU0282'THE MARK IS ABOVE LEVEL WITH THE GROUND. EU0282 EU0282 STATION RECOVERY (2003) EU0282 EU0282'RECOVERY NOTE BY JOHNSON-FRANK 2003 (RAF) EU0282'HANDHELD GPS POSITION - N 34-45-50.0, W 114-37-12.3 EU0282 EU0282 STATION RECOVERY (2005) EU0282 EU0282'RECOVERY NOTE BY GEOCACHING 2005 (WD) EU0282'RECOVERED IN GOOD CONDITION.