1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DX2887 *********************************************************************** DX2887 DESIGNATION - 2 J 47 74 DX2887 PID - DX2887 DX2887 STATE/COUNTY- CA/ORANGE DX2887 USGS QUAD - PRADO DAM (1981) DX2887 DX2887 *CURRENT SURVEY CONTROL DX2887 ___________________________________________________________________ DX2887* NAD 83(1986)- 33 52 37. (N) 117 40 22. (W) SCALED DX2887* NAVD 88 - 133.67 (+/-2cm) 438.5 (feet) VERTCON DX2887 ___________________________________________________________________ DX2887 GEOID HEIGHT- -34.01 (meters) GEOID03 DX2887 DX2887 VERT ORDER - FIRST CLASS I (See Below) DX2887 DX2887.The horizontal coordinates were scaled from a topographic map and have DX2887.an estimated accuracy of +/- 6 seconds. DX2887 DX2887.The NAVD 88 height was computed by applying the VERTCON shift value to DX2887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX2887.The vertical order pertains to the NGVD 29 superseded value. DX2887 DX2887.The geoid height was determined by GEOID03. DX2887 DX2887; North East Units Estimated Accuracy DX2887;SPC CA 6 - 690,580. 1,868,370. MT (+/- 180 meters Scaled) DX2887 DX2887 SUPERSEDED SURVEY CONTROL DX2887 DX2887 NGVD 29 (??/??/92) 132.91 (m) 436.1 (f) COMPUTED 1 1 DX2887 DX2887.Superseded values are not recommended for survey control. DX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX2887.See file dsdata.txt to determine how the superseded data were derived. DX2887 DX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT377487(NAD 83) DX2887_MARKER: DD = SURVEY DISK DX2887_SETTING: 30 = SET IN A LIGHT STRUCTURE DX2887_SP_SET: CULVERT DX2887_STAMPING: 2J-47-74 DX2887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DX2887+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003 DX2887 DX2887 HISTORY - Date Condition Report By DX2887 HISTORY - 1974 MONUMENTED CA-059 DX2887 HISTORY - 1977 GOOD NGS DX2887 HISTORY - 20031207 GOOD GEOCAC DX2887 DX2887 STATION DESCRIPTION DX2887 DX2887'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1974 DX2887'7.5 MI E FROM ANAHEIM. DX2887'FROM THE WEST BOUND ON RAMP OF THE RIVERSIDE FREEWAY AND GREEN DX2887'RIVER DRIVE, PROCEED NORTHERLY ALONG GREEN RIVER DRIVE THROUGH DX2887'THE GOLF COURSE 0.3 MILE TO THE ATCHISON, TOPEKA AND SANTA FE DX2887'RAILWAY, THENCE 0.2 MILE NORTHERLY ALONG A GRAVEL ROAD ALONG DX2887'SIDE THE GOLF COURSE, 12 FEET SOUTHWEST OF THE CENTERLINE OF THE DX2887'GRAVELED ROAD, SET ON THE NORTHWEST CORNER OF THE HEADWALL OF DX2887'THE WEST END OF A 36 INCH REINFORCED CONCRETE PIPE CULVERT WITH DX2887'A 1921 MARK ON THE TOP OF THE HEADWALL, BENCHMARK IS ON THE SAME DX2887'LEVEL AS THE GRAVELED ROAD BY THE SIDE OF THE GREEN RIVER GOLF DX2887'COURSE. DX2887 DX2887 STATION RECOVERY (1977) DX2887 DX2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DX2887'NOT LEVELED THIS RECOVERY DATE. DX2887 DX2887 STATION RECOVERY (2003) DX2887 DX2887'RECOVERY NOTE BY GEOCACHING 2003 (LJK) DX2887'ADD TO DESCRIPTION - BARBED WIRE FENCE BETWEEN GRAVEL ROAD AND MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DX4675 *********************************************************************** DX4675 DESIGNATION - CARBON DX4675 PID - DX4675 DX4675 STATE/COUNTY- CA/ORANGE DX4675 USGS QUAD - YORBA LINDA (1981) DX4675 DX4675 *CURRENT SURVEY CONTROL DX4675 ___________________________________________________________________ DX4675* NAD 83(1992)- 33 55 07.19847(N) 117 49 58.13293(W) ADJUSTED DX4675* NAVD 88 - 202. (meters) 663. (feet) SCALED DX4675 ___________________________________________________________________ DX4675 EPOCH DATE - 1991.35 DX4675 LAPLACE CORR- 6.34 (seconds) DEFLEC99 DX4675 GEOID HEIGHT- -34.57 (meters) GEOID03 DX4675 DX4675 HORZ ORDER - SECOND DX4675 DX4675.The horizontal coordinates were established by classical geodetic methods DX4675.and adjusted by the National Geodetic Survey in June 1996. DX4675.The horizontal coordinates are valid at the epoch date displayed above. DX4675.The epoch date for horizontal control is a decimal equivalence DX4675.of Year/Month/Day. DX4675 DX4675.The orthometric height was scaled from a topographic map. DX4675 DX4675.The Laplace correction was computed from DEFLEC99 derived deflections. DX4675 DX4675.The geoid height was determined by GEOID03. DX4675 DX4675; North East Units Scale Factor Converg. DX4675;SPC CA 6 - 695,418.006 1,853,637.513 MT 1.00000610 -0 52 11.2 DX4675;SPC CA 6 - 2,281,550.57 6,081,475.74 sFT 1.00000610 -0 52 11.2 DX4675;UTM 11 - 3,753,450.127 423,017.114 MT 0.99967306 -0 27 53.1 DX4675 DX4675! - Elev Factor x Scale Factor = Combined Factor DX4675!SPC CA 6 - 0.99997376 x 1.00000610 = 0.99997986 DX4675!UTM 11 - 0.99997376 x 0.99967306 = 0.99964682 DX4675 DX4675: Primary Azimuth Mark Grid Az DX4675:SPC CA 6 - ROSE 250 32 27.4 DX4675:UTM 11 - ROSE 250 08 09.3 DX4675 DX4675|---------------------------------------------------------------------| DX4675| PID Reference Object Distance Geod. Az | DX4675| dddmmss.s | DX4675| DX4677 ROSE APPROX. 1.0 KM 2494016.2 | DX4675|---------------------------------------------------------------------| DX4675 DX4675 SUPERSEDED SURVEY CONTROL DX4675 DX4675 NAD 83(1986)- 33 55 07.19865(N) 117 49 58.13246(W) AD(1984.00) 2 DX4675 NAD 27 - 33 55 07.15090(N) 117 49 54.92640(W) AD( ) 2 DX4675 DX4675.Superseded values are not recommended for survey control. DX4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4675.See file dsdata.txt to determine how the superseded data were derived. DX4675 DX4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2301753450(NAD 83) DX4675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX4675+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003 DX4675 DX4675 HISTORY - Date Condition Report By DX4675 HISTORY - 1968 MONUMENTED CA-059 DX4675 HISTORY - 20030923 GOOD GEOCAC DX4675 DX4675 STATION DESCRIPTION DX4675 DX4675'DESCRIBED BY ORANGE COUNTY CALIFORNIA 1968 (LL) DX4675'TO REACH THE STATION FROM THE INTERSECTION OF IMPERIAL HIGHWAY DX4675'AND VALLEY VIEW STREET GO NORTHERLY ON VALLEY VIEW STREET 0.65 DX4675'MILES TO AN OIL ROAD ON THE RIGHT LEADING NORTHERLY TOWARDS THE DX4675'THIRD KNOLL WEST OF THE RADAR SITE, TURN RIGHT AND PROCEED TO THE DX4675'MOST NORTHEASTERLY KNOLL ABOVE CARBON CANYON DAM AND THE STATION DX4675'SITE. DX4675' DX4675'STANDARD ORANGE COUNTY TRIANGULATION MONUMENT STAMPED CARBON. DX4675 DX4675 STATION RECOVERY (2003) DX4675 DX4675'RECOVERY NOTE BY GEOCACHING 2003 (LJK) DX4675'MARK LOCATED ON A HILL OVERLOOKING CARBON CANYON REGIONAL PARK TO THE DX4675'NORTH. ACCESS IS BY A STEEP FOOTPATH FROM THE PARK, DEPARTING THE DX4675'PARK NATURE TRAIL TO THE SOUTHEAST, BEHIND THE PARK LAKE. A DX4675'RECREATIONAL HIKING TRAIL RUNS ROUGHLY SOUTHWEST TO NORTHEAST DX4675'APPROXIMATELY 200 FEET SOUTHEAST OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DX4692 *********************************************************************** DX4692 DESIGNATION - LANDMARK DX4692 PID - DX4692 DX4692 STATE/COUNTY- CA/ORANGE DX4692 USGS QUAD - YORBA LINDA (1981) DX4692 DX4692 *CURRENT SURVEY CONTROL DX4692 ___________________________________________________________________ DX4692* NAD 83(1992)- 33 54 13.13807(N) 117 50 27.98734(W) ADJUSTED DX4692* NAVD 88 - 120.4 (meters) 395. (feet) VERTCON DX4692 ___________________________________________________________________ DX4692 EPOCH DATE - 1991.35 DX4692 LAPLACE CORR- 6.09 (seconds) DEFLEC99 DX4692 GEOID HEIGHT- -34.67 (meters) GEOID03 DX4692 DX4692 HORZ ORDER - SECOND DX4692 DX4692.The horizontal coordinates were established by classical geodetic methods DX4692.and adjusted by the National Geodetic Survey in June 1996. DX4692.The horizontal coordinates are valid at the epoch date displayed above. DX4692.The epoch date for horizontal control is a decimal equivalence DX4692.of Year/Month/Day. DX4692 DX4692.The NAVD 88 height was computed by applying the VERTCON shift value to DX4692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX4692 DX4692.The Laplace correction was computed from DEFLEC99 derived deflections. DX4692 DX4692.The geoid height was determined by GEOID03. DX4692 DX4692; North East Units Scale Factor Converg. DX4692;SPC CA 6 - 693,764.191 1,852,845.313 MT 1.00000346 -0 52 27.6 DX4692;SPC CA 6 - 2,276,124.68 6,078,876.66 sFT 1.00000346 -0 52 27.6 DX4692;UTM 11 - 3,751,791.301 422,236.885 MT 0.99967454 -0 28 09.1 DX4692 DX4692! - Elev Factor x Scale Factor = Combined Factor DX4692!SPC CA 6 - 0.99998653 x 1.00000346 = 0.99998999 DX4692!UTM 11 - 0.99998653 x 0.99967454 = 0.99966108 DX4692 DX4692: Primary Azimuth Mark Grid Az DX4692:SPC CA 6 - CHEM 299 27 19.5 DX4692:UTM 11 - CHEM 299 03 01.0 DX4692 DX4692|---------------------------------------------------------------------| DX4692| PID Reference Object Distance Geod. Az | DX4692| dddmmss.s | DX4692| CC4071 LANDMARK RM 1 10.688 METERS 15008 | DX4692| CC4072 LANDMARK RM 2 8.508 METERS 26753 | DX4692| DX4695 CHEM APPROX. 1.7 KM 2983451.9 | DX4692|---------------------------------------------------------------------| DX4692 DX4692 SUPERSEDED SURVEY CONTROL DX4692 DX4692 NAD 83(1986)- 33 54 13.13808(N) 117 50 27.98700(W) AD(1984.00) 2 DX4692 NAD 27 - 33 54 13.08904(N) 117 50 24.78142(W) AD( ) 2 DX4692 NGVD 29 (07/19/86) 119.7 (m) 393. (f) VERT ANG DX4692 DX4692.Superseded values are not recommended for survey control. DX4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4692.See file dsdata.txt to determine how the superseded data were derived. DX4692 DX4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT2223751791(NAD 83) DX4692_MARKER: DD = SURVEY DISK DX4692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX4692_MAGNETIC: N = NO MAGNETIC MATERIAL DX4692 DX4692 HISTORY - Date Condition Report By DX4692 HISTORY - 1976 MONUMENTED CADT DX4692 HISTORY - 20031123 MARK NOT FOUND GEOCAC DX4692 DX4692 STATION DESCRIPTION DX4692 DX4692'DESCRIBED BY CALTRANS 1976 (ARA) DX4692'THE STATION IS LOCATED ON THE SOUTH SIDE OF IMPERIAL HIGHWAY (STATE DX4692'ROUTE 90) 2.5 MILES EAST OF THE ORANGE FREEWAY (STATE ROUTE 57). DX4692' DX4692'TO REACH THE STATION FROM THE INTERSECTION OF IMPERIAL HIGHWAY AND DX4692'YORBA LINDA BOULEVARD IN YORBA LINDA GO NORTHWEST ON IMPERIAL DX4692'HIGHWAY FOR 1.8 MILES TO THE STATION ON THE LEFT, SOUTH, SIDE OD THE DX4692'HIGHWAY. THIS IS 0.1 MILE SOUTHEAST OF THE INTERSECTION OF ROSE DX4692'DRIVE AND IMPERIAL HIGHWAY. DX4692' DX4692'THE STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS (CADH) DX4692'DISKS STAMPED---LANDMARK 1976---. THE SURFACE DISK IS SET IN A 12 DX4692'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE DX4692'GROUND. IT IS 11 FEET SOUTH OF THE SOUTH EDGE OF IMPERIAL HIGHWAT, DX4692'3 FEET SOUTH OF A 2 INCH IRON GUARD PIPE, 21 FEET NORTH OF CHAIN DX4692'LINK FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY. THE SUBSURFACE DISK DX4692'IS SET IN CONCRETE 4.0 FEET BELOW THE GROUND SURFACE. DX4692' DX4692'REFERENCE MARK NO. 1 IS A STANDARD (CADH) DISK STAMPED---LANDMARK DX4692'NO 1 1976---SET IN A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS DX4692'4 INCHES ABOVE THE GROUND. IT IS 30 FEET SOUTH OF THE SOUTH EDGE DX4692'OF THE HIGHWAY, 4 FEET NORTHEAST OF A CHAIN LINK FENCE CORNER, AND DX4692'25 FEET HIGHER THAN THE STATION. DX4692' DX4692'REFERENCE MARK NO. 2 IS A STANDARD (CADH) DISK STAMPED---LANDMARK DX4692'NO 2 1976---SET IN A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS DX4692'5 INCHES ABOVE THE GROUND. IT IS 25 FEET SOUTH OF THE SOUTH EDGE DX4692'OF THE HIGHWAY, 2 FEET EAST OF A 2 INCH IRON GUARD PIPE, 7 FEET DX4692'NORTH OF A CHAIN LINK FENCE, AND THE SAME ELEVATION AS THE STATION. DX4692 DX4692 STATION RECOVERY (2003) DX4692 DX4692'RECOVERY NOTE BY GEOCACHING 2003 (LJK) DX4692'IMPERIAL HIGHWAY EXTENSIVELY WIDENED. STATION, RM1 AND RM2 NOT FOUND. DX4692' 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB8572 *********************************************************************** AB8572 DESIGNATION - OCF 113 AB8572 PID - AB8572 AB8572 STATE/COUNTY- CA/ORANGE AB8572 USGS QUAD - YORBA LINDA (1981) AB8572 AB8572 *CURRENT SURVEY CONTROL AB8572 ___________________________________________________________________ AB8572* NAD 83(1986)- 33 54 23. (N) 117 50 32. (W) SCALED AB8572* NAVD 88 - 126.172 (meters) 413.95 (feet) ADJUSTED AB8572 ___________________________________________________________________ AB8572 GEOID HEIGHT- -34.66 (meters) GEOID03 AB8572 DYNAMIC HT - 126.036 (meters) 413.50 (feet) COMP AB8572 MODELED GRAV- 979,553.1 (mgal) NAVD 88 AB8572 AB8572 VERT ORDER - FIRST CLASS II AB8572 AB8572.The horizontal coordinates were scaled from a topographic map and have AB8572.an estimated accuracy of +/- 6 seconds. AB8572 AB8572.The orthometric height was determined by differential leveling AB8572.and adjusted by the National Geodetic Survey in February 1997. AB8572 AB8572.The geoid height was determined by GEOID03. AB8572 AB8572.The dynamic height is computed by dividing the NAVD 88 AB8572.geopotential number by the normal gravity value computed on the AB8572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB8572.degrees latitude (g = 980.6199 gals.). AB8572 AB8572.The modeled gravity was interpolated from observed gravity values. AB8572 AB8572; North East Units Estimated Accuracy AB8572;SPC CA 6 - 694,070. 1,852,750. MT (+/- 180 meters Scaled) AB8572 AB8572 SUPERSEDED SURVEY CONTROL AB8572 AB8572.No superseded survey control is available for this station. AB8572 AB8572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT221520(NAD 83) AB8572_MARKER: DB = BENCH MARK DISK AB8572_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AB8572_SP_SET: CONTROL BOX PEDESTAL AB8572_STAMPING: OCF 113 1994 AB8572_MARK LOGO: MWDSC AB8572_MAGNETIC: N = NO MAGNETIC MATERIAL AB8572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB8572+STABILITY: SURFACE MOTION AB8572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB8572+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003 AB8572 AB8572 HISTORY - Date Condition Report By AB8572 HISTORY - 1994 MONUMENTED MWDSC AB8572 HISTORY - 20031123 GOOD GEOCAC AB8572 AB8572 STATION DESCRIPTION AB8572 AB8572'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1994 (DEL) AB8572'YORBA LINDA, 2.5 MILES (4.0 KM) EAST FROM THE 57 FREEWAY ALONG AB8572'IMPERIAL HWY (90) TO ROSE DR., 0.2 MILE (0.3 KM) NORTH ON ROSE DR. TO AB8572'THE T INTERSECTION WITH WABASH AV. 27 SOUTH OF WABASH AV AND 75 FEET AB8572'(22.9 M) EAST OF ROSE DR. AT THE SOUTHWEST CORNER OF 2.5 BY 4 BY 1.25 AB8572'FT HIGH CONCRETE PEDESTAL FOR UTILITY BOX NUMBER 167021/2, 11.5 FEET AB8572'(3.5 M) WESTERLY OF POWER POLE NUMBER 4152468E. SET A 2 INCH BRASS AB8572'DISK STAMPED - OCF 113 1994 - FLUSH IN THE SOUTHWEST CORNER OF SAID AB8572'PEDESTAL. REFERENCE MWD FB 2011 02 071. AB8572 AB8572 STATION RECOVERY (2003) AB8572 AB8572'RECOVERY NOTE BY GEOCACHING 2003 (LJK) AB8572'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DX1472 *********************************************************************** DX1472 DESIGNATION - X 130 DX1472 PID - DX1472 DX1472 STATE/COUNTY- CA/ORANGE DX1472 USGS QUAD - DANA POINT (1975) DX1472 DX1472 *CURRENT SURVEY CONTROL DX1472 ___________________________________________________________________ DX1472* NAD 83(1986)- 33 25 51. (N) 117 37 51. (W) SCALED DX1472* NAVD 88 - 6.584 (meters) 21.60 (feet) READJUSTED DX1472 ___________________________________________________________________ DX1472 GEOID HEIGHT- -34.72 (meters) GEOID03 DX1472 DYNAMIC HT - 6.580 (meters) 21.59 (feet) COMP DX1472 MODELED GRAV- 979,576.4 (mgal) NAVD 88 DX1472 DX1472 VERT ORDER - * READJUSTED, Code NC , SEE BELOW DX1472 DX1472.The horizontal coordinates were scaled from a topographic map and have DX1472.an estimated accuracy of +/- 6 seconds. DX1472 DX1472.The orthometric height was determined by differential leveling DX1472.and adjusted by the National Geodetic Survey in February 1993. DX1472.No vertical observational check was made to the station. DX1472.* This is a READJUSTED BENCH MARK height. Code NC indicates the bench DX1472.mark was located on a no-check spur therefore a value was not computed. DX1472.The height was derived from older observations constrained to new DX1472.heights in a crustal motion area. The height is approximate in DX1472.relation to other heights in its vicinity. DX1472 DX1472.The geoid height was determined by GEOID03. DX1472 DX1472.The dynamic height is computed by dividing the NAVD 88 DX1472.geopotential number by the normal gravity value computed on the DX1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX1472.degrees latitude (g = 980.6199 gals.). DX1472 DX1472.The modeled gravity was interpolated from observed gravity values. DX1472 DX1472; North East Units Estimated Accuracy DX1472;SPC CA 6 - 641,050. 1,871,600. MT (+/- 180 meters Scaled) DX1472 DX1472 SUPERSEDED SURVEY CONTROL DX1472 DX1472 NGVD 29 (??/??/92) 5.890 (m) 19.32 (f) ADJ UNCH 1 1 DX1472 DX1472.Superseded values are not recommended for survey control. DX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX1472.See file dsdata.txt to determine how the superseded data were derived. DX1472 DX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS413992(NAD 83) DX1472_MARKER: DB = BENCH MARK DISK DX1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT DX1472_STAMPING: X 130 1933 DX1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX1472+STABILITY: SURFACE MOTION DX1472 DX1472 HISTORY - Date Condition Report By DX1472 HISTORY - 1933 MONUMENTED CGS DX1472 HISTORY - 1955 GOOD NGS DX1472 HISTORY - 1972 POOR NGS DX1472 HISTORY - 1978 GOOD NGS DX1472 HISTORY - 20050621 MARK NOT FOUND CA-059 DX1472 DX1472 STATION DESCRIPTION DX1472 DX1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 DX1472'AT SAN CLEMENTE. DX1472'AT SAN CLEMENTE, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, DX1472'105 1/2 FEET SOUTHEAST OF THE EAST CORNER OF THE STATION DX1472'BUILDING, 53.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN DX1472'TRACK, 14.5 FEET SOUTHEAST OF THE SOUTH CORNER OF A PLASTER DX1472'COVERED WALL FOR THE ENTRANCE TO THE WOMENS SIDE OF THE PUBLIC DX1472'REST ROOM BUILDING, 3 FEET WEST OF POWER LINE POLE 124183 WITH A DX1472'GUY WIRE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A DX1472'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. DX1472 DX1472 STATION RECOVERY (1972) DX1472 DX1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 DX1472'MARK RECOVERED IN POOR CONDITION. DX1472 DX1472 STATION RECOVERY (1978) DX1472 DX1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 DX1472'CORRECTION- THE RAILROAD STATION IS NO LONGER STANDING, 50 FT. DX1472'WEST OF THE FOOT OF BOCA DO LA PLAYA STREET. DX1472 DX1472 STATION RECOVERY (2005) DX1472 DX1472'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 2005 (ARA) DX1472'MARK NOT FOUND.