1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0068 *********************************************************************** DY0068 DESIGNATION - 176 LACRD DY0068 PID - DY0068 DY0068 STATE/COUNTY- CA/LOS ANGELES DY0068 USGS QUAD - LOS ALAMITOS (1981) DY0068 DY0068 *CURRENT SURVEY CONTROL DY0068 ___________________________________________________________________ DY0068* NAD 83(1986)- 33 51 30. (N) 118 03 48. (W) SCALED DY0068* NAVD 88 - 14.56 (+/-2cm) 47.8 (feet) VERTCON DY0068 ___________________________________________________________________ DY0068 GEOID HEIGHT- -35.62 (meters) GEOID03 DY0068 DY0068 VERT ORDER - FIRST CLASS II (See Below) DY0068 DY0068.The horizontal coordinates were scaled from a topographic map and have DY0068.an estimated accuracy of +/- 6 seconds. DY0068 DY0068.The NAVD 88 height was computed by applying the VERTCON shift value to DY0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0068.The vertical order pertains to the NGVD 29 superseded value. DY0068 DY0068.The geoid height was determined by GEOID03. DY0068 DY0068; North East Units Estimated Accuracy DY0068;SPC CA 5 - 539,750. 1,994,140. MT (+/- 180 meters Scaled) DY0068 DY0068 SUPERSEDED SURVEY CONTROL DY0068 DY0068 NGVD 29 (??/??/92) 13.833 (m) 45.38 (f) ADJ UNCH 1 2 DY0068 DY0068.Superseded values are not recommended for survey control. DY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0068.See file dsdata.txt to determine how the superseded data were derived. DY0068 DY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83) DY0068_MARKER: DD = SURVEY DISK DY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0068_STAMPING: BM 176 DY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0068+STABILITY: SURFACE MOTION DY0068 DY0068 HISTORY - Date Condition Report By DY0068 HISTORY - UNK MONUMENTED CA-037 DY0068 HISTORY - 1946 GOOD NGS DY0068 HISTORY - 1961 MARK NOT FOUND NGS DY0068 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0068 DY0068 STATION DESCRIPTION DY0068 DY0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 DY0068'1 MI E FROM ARTESIA. DY0068'1.0 MILE EAST OF ARTESIA, AT THE INTERSECTION OF ORANGETHORPE DY0068'NOW SOUTH STREET AND BLOOMFIELD AVENUES, 86.5 FEET WEST OF THE DY0068'CENTERLINE OF BLOOMFIELD AVENUE, 24.9 FEET NORTH OF THE CENTERLINE DY0068'OF ORANGETHORPE AVENUE, 18.4 FEET WEST OF POWER POLE, 1.0 FOOT DY0068'LOWER THAN THE TOP OF THE PAVEMENT, SET IN THE TOP OF A CONCRETE DY0068'POST ABOUT 0.5 FOOT UNDERGROUND. A LOS ANGELES COUNTY ROAD DY0068'DEPARTMENT STANDARD DISK, STAMPED BM 176. DY0068 DY0068 STATION RECOVERY (1961) DY0068 DY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0068'MARK NOT FOUND. DY0068 DY0068 STATION RECOVERY (2004) DY0068 DY0068'RECOVERY NOTE BY US POWER SQUADRON 2004 DY0068'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0069 *********************************************************************** DY0069 DESIGNATION - 177 LACRD DY0069 PID - DY0069 DY0069 STATE/COUNTY- CA/LOS ANGELES DY0069 USGS QUAD - LOS ALAMITOS (1981) DY0069 DY0069 *CURRENT SURVEY CONTROL DY0069 ___________________________________________________________________ DY0069* NAD 83(1986)- 33 51 30. (N) 118 03 48. (W) SCALED DY0069* NAVD 88 - 14.71 (+/-2cm) 48.3 (feet) VERTCON DY0069 ___________________________________________________________________ DY0069 GEOID HEIGHT- -35.62 (meters) GEOID03 DY0069 DY0069 VERT ORDER - FIRST CLASS II (See Below) DY0069 DY0069.The horizontal coordinates were scaled from a topographic map and have DY0069.an estimated accuracy of +/- 6 seconds. DY0069 DY0069.The NAVD 88 height was computed by applying the VERTCON shift value to DY0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0069.The vertical order pertains to the NGVD 29 superseded value. DY0069 DY0069.The geoid height was determined by GEOID03. DY0069 DY0069; North East Units Estimated Accuracy DY0069;SPC CA 5 - 539,750. 1,994,140. MT (+/- 180 meters Scaled) DY0069 DY0069 SUPERSEDED SURVEY CONTROL DY0069 DY0069 NGVD 29 (??/??/92) 13.978 (m) 45.86 (f) ADJ UNCH 1 2 DY0069 DY0069.Superseded values are not recommended for survey control. DY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0069.See file dsdata.txt to determine how the superseded data were derived. DY0069 DY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83) DY0069_MARKER: DD = SURVEY DISK DY0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0069_STAMPING: BM 177 DY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0069+STABILITY: SURFACE MOTION DY0069 DY0069 HISTORY - Date Condition Report By DY0069 HISTORY - UNK MONUMENTED CA-037 DY0069 HISTORY - 1946 GOOD NGS DY0069 HISTORY - 1961 MARK NOT FOUND NGS DY0069 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0069 DY0069 STATION DESCRIPTION DY0069 DY0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 DY0069'1 MI E FROM ARTESIA. DY0069'1.0 MILE EAST OF ARTESIA, AT THE INTERSECTION OF ORANGETHORPE DY0069'NOW SOUTH STREET AND BLOOMFIELD AVENUES, 88.5 FEET WEST OF THE DY0069'CENTERLINE OF BLOOMFIELD AVENUE, 16.1 FEET SOUTH OF THE CENTERLINE DY0069'OF ORANGETHORPE AVENUE, 1.2 FEET SOUTH OF THE SOUTH EDGE OF DY0069'THE PAVEMENT OF ORANGETHORPE AVENUE, SET IN THE TOP OF A CONCRETE DY0069'POST 0.5 FOOT LOWER THAN THE LEVEL OF THE HIGHWAY. A LOS ANGELES DY0069'COUNTY ROAD DEPARTMENT STANDARD DISK, STAMPED BM 177. DY0069 DY0069 STATION RECOVERY (1961) DY0069 DY0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0069'MARK NOT FOUND. DY0069 DY0069 STATION RECOVERY (2004) DY0069 DY0069'RECOVERY NOTE BY US POWER SQUADRON 2004 DY0069'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EW4030 *********************************************************************** EW4030 DESIGNATION - 270.642 C OF LA EW4030 PID - EW4030 EW4030 STATE/COUNTY- CA/LOS ANGELES EW4030 USGS QUAD - TOPANGA (1991) EW4030 EW4030 *CURRENT SURVEY CONTROL EW4030 ___________________________________________________________________ EW4030* NAD 83(1986)- 34 02 25. (N) 118 30 14. (W) SCALED EW4030* NAVD 88 - 83.28 (+/-2cm) 273.2 (feet) VERTCON EW4030 ___________________________________________________________________ EW4030 GEOID HEIGHT- -35.51 (meters) GEOID03 EW4030 EW4030 VERT ORDER - THIRD (See Below) EW4030 EW4030.The horizontal coordinates were scaled from a topographic map and have EW4030.an estimated accuracy of +/- 6 seconds. EW4030 EW4030.The NAVD 88 height was computed by applying the VERTCON shift value to EW4030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW4030.The vertical order pertains to the NGVD 29 superseded value. EW4030 EW4030.The geoid height was determined by GEOID03. EW4030 EW4030; North East Units Estimated Accuracy EW4030;SPC CA 5 - 560,050. 1,953,470. MT (+/- 180 meters Scaled) EW4030 EW4030 SUPERSEDED SURVEY CONTROL EW4030 EW4030 NGVD 29 (??/??/??) 82.52 (m) 270.7 (f) RESET 3 EW4030 EW4030.Superseded values are not recommended for survey control. EW4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW4030.See file dsdata.txt to determine how the superseded data were derived. EW4030 EW4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT611676(NAD 83) EW4030_MARKER: S = SPIKE EW4030_SETTING: 30 = CURB EW4030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW4030+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 EW4030 EW4030 HISTORY - Date Condition Report By EW4030 HISTORY - UNK MONUMENTED CA1980 EW4030 HISTORY - 1945 GOOD NGS EW4030 HISTORY - 20040601 GOOD GEOCAC EW4030 EW4030 STATION DESCRIPTION EW4030 EW4030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 EW4030'AT SANTA MONICA. EW4030'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND FOURTEENTH EW4030'STREET. LOCATED IN THE CENTER OF THE CURB RETURN AT THE EAST EW4030'CORNER OF THE INTERSECTION, 2.0 FEET NORTHEAST OF THE NORTHEAST EW4030'CURBLINE OF FOURTEENTH STREET, AND 3.3 FEET SOUTHEAST OF THE EW4030'SOUTHEAST CURBLINE OF SAN VICENTE BOULEVARD. A CUT SPIKE SET EW4030'IN THE CONCRETE CURB. EW4030 EW4030 STATION RECOVERY (2004) EW4030 EW4030'RECOVERY NOTE BY GEOCACHING 2004 (JBC) EW4030'THE CURB RETURN WAS RETROFITTED WITH A CURB RAMP, PER ADA EW4030'REQUIREMENTS. THE SPIKE WAS RESET IN THE ANALOGOUS SPOT ON THE EDGE EW4030'OF THIS RAMP. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EW4031 *********************************************************************** EW4031 DESIGNATION - 295.242 C OF LA EW4031 PID - EW4031 EW4031 STATE/COUNTY- CA/LOS ANGELES EW4031 USGS QUAD - TOPANGA (1991) EW4031 EW4031 *CURRENT SURVEY CONTROL EW4031 ___________________________________________________________________ EW4031* NAD 83(1986)- 34 02 32. (N) 118 30 03. (W) SCALED EW4031* NAVD 88 - 90.78 (+/-2cm) 297.8 (feet) VERTCON EW4031 ___________________________________________________________________ EW4031 GEOID HEIGHT- -35.49 (meters) GEOID03 EW4031 EW4031 VERT ORDER - THIRD (See Below) EW4031 EW4031.The horizontal coordinates were scaled from a topographic map and have EW4031.an estimated accuracy of +/- 6 seconds. EW4031 EW4031.The NAVD 88 height was computed by applying the VERTCON shift value to EW4031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW4031.The vertical order pertains to the NGVD 29 superseded value. EW4031 EW4031.The geoid height was determined by GEOID03. EW4031 EW4031; North East Units Estimated Accuracy EW4031;SPC CA 5 - 560,260. 1,953,750. MT (+/- 180 meters Scaled) EW4031 EW4031 SUPERSEDED SURVEY CONTROL EW4031 EW4031 NGVD 29 (??/??/??) 90.01 (m) 295.3 (f) RESET 3 EW4031 EW4031.Superseded values are not recommended for survey control. EW4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW4031.See file dsdata.txt to determine how the superseded data were derived. EW4031 EW4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT614678(NAD 83) EW4031_MARKER: S = SPIKE EW4031_SETTING: 30 = IN CONCRETE EW4031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW4031+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 EW4031 EW4031 HISTORY - Date Condition Report By EW4031 HISTORY - UNK MONUMENTED CA1980 EW4031 HISTORY - 1945 GOOD NGS EW4031 HISTORY - 20040601 GOOD GEOCAC EW4031 EW4031 STATION DESCRIPTION EW4031 EW4031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 EW4031'AT SANTA MONICA. EW4031'AT THE INTERSECTION OF SAN VICENTE BOULEVARD AND SEVENTEENTH EW4031'STREET. LOCATED IN THE SOUTHWEST END OF A CATCH BASIN AND IN EW4031'THE NORTHWEST CURB OF SAN VICENTE BOULEVARD, 6.6 FEET NORTHEAST EW4031'OF A PROJECTED CENTERLINE OF THE SOUTHWEST CURB OF SEVENTEENTH EW4031'STREET, AND 8.4 FEET SOUTHWEST OF THE PROJECTED CENTERLINE OF EW4031'SEVENTEENTH STREET. A CUT SPIKE SET IN CONCRETE. EW4031 EW4031 STATION RECOVERY (2004) EW4031 EW4031'RECOVERY NOTE BY GEOCACHING 2004 (JBC) EW4031'THE CURB IS PAINTED RED AND THE SPIKE HAS A RING OF YELLOW PAINT EW4031'AROUND IT. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0062 *********************************************************************** DY0062 DESIGNATION - E 779 DY0062 PID - DY0062 DY0062 STATE/COUNTY- CA/LOS ANGELES DY0062 USGS QUAD - LOS ALAMITOS (1981) DY0062 DY0062 *CURRENT SURVEY CONTROL DY0062 ___________________________________________________________________ DY0062* NAD 83(1986)- 33 50 18. (N) 118 03 48. (W) SCALED DY0062* NAVD 88 - 11.89 (+/-2cm) 39.0 (feet) VERTCON DY0062 ___________________________________________________________________ DY0062 GEOID HEIGHT- -35.64 (meters) GEOID03 DY0062 DY0062 VERT ORDER - FIRST CLASS II (See Below) DY0062 DY0062.The horizontal coordinates were scaled from a topographic map and have DY0062.an estimated accuracy of +/- 6 seconds. DY0062 DY0062.The NAVD 88 height was computed by applying the VERTCON shift value to DY0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0062.The vertical order pertains to the NGVD 29 superseded value. DY0062 DY0062.The geoid height was determined by GEOID03. DY0062 DY0062; North East Units Estimated Accuracy DY0062;SPC CA 5 - 537,530. 1,994,140. MT (+/- 180 meters Scaled) DY0062 DY0062 SUPERSEDED SURVEY CONTROL DY0062 DY0062 NGVD 29 (??/??/92) 11.162 (m) 36.62 (f) ADJ UNCH 1 2 DY0062 DY0062.Superseded values are not recommended for survey control. DY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0062.See file dsdata.txt to determine how the superseded data were derived. DY0062 DY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016447(NAD 83) DY0062_MARKER: DB = BENCH MARK DISK DY0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0062_STAMPING: E 779 1946 DY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0062+STABILITY: SURFACE MOTION DY0062 DY0062 HISTORY - Date Condition Report By DY0062 HISTORY - 1946 MONUMENTED CGS DY0062 HISTORY - 1961 MARK NOT FOUND NGS DY0062 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0062 DY0062 STATION DESCRIPTION DY0062 DY0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 DY0062'2.5 MI SE FROM ARTESIA. DY0062'1.0 MILE EAST, THENCE 1.5 MILES SOUTH OF, AT THE INTERSECTION DY0062'OF BLOOMFIELD AVENUE AND CENTRALIA ROAD, 34.2 FEET SOUTH OF THE DY0062'CENTERLINE OF CENTRALIA ROAD, 25.3 FEET EAST OF THE CENTERLINE DY0062'OF BLOOMFIELD AVENUE, 3 FEET NORTHEAST OF POWER POLE NO. 113369 E, DY0062'1.4 FEET SOUTH OF A WHITE 4 IN X 4 IN WOODEN REFERENCE POST DY0062'STENCILED USBM, AND PROJECTS 0.2 FOOT ABOVE IMMEDIATE GROUND DY0062'SURFACE. AN IRON BENCH-MARK DISK, STAMPED E 779 1946 AND SET DY0062'IN THE TOP OF A CONCRETE POST. DY0062 DY0062 STATION RECOVERY (1961) DY0062 DY0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0062'MARK NOT FOUND. DY0062 DY0062 STATION RECOVERY (2004) DY0062 DY0062'RECOVERY NOTE BY US POWER SQUADRON 2004 DY0062'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0070 *********************************************************************** DY0070 DESIGNATION - G 779 DY0070 PID - DY0070 DY0070 STATE/COUNTY- CA/LOS ANGELES DY0070 USGS QUAD - LOS ALAMITOS (1981) DY0070 DY0070 *CURRENT SURVEY CONTROL DY0070 ___________________________________________________________________ DY0070* NAD 83(1986)- 33 51 30. (N) 118 03 16. (W) SCALED DY0070* NAVD 88 - 14.29 (+/-2cm) 46.9 (feet) VERTCON DY0070 ___________________________________________________________________ DY0070 GEOID HEIGHT- -35.59 (meters) GEOID03 DY0070 DY0070 VERT ORDER - FIRST CLASS II (See Below) DY0070 DY0070.The horizontal coordinates were scaled from a topographic map and have DY0070.an estimated accuracy of +/- 6 seconds. DY0070 DY0070.The NAVD 88 height was computed by applying the VERTCON shift value to DY0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0070.The vertical order pertains to the NGVD 29 superseded value. DY0070 DY0070.The geoid height was determined by GEOID03. DY0070 DY0070; North East Units Estimated Accuracy DY0070;SPC CA 5 - 539,750. 1,994,960. MT (+/- 180 meters Scaled) DY0070 DY0070 SUPERSEDED SURVEY CONTROL DY0070 DY0070 NGVD 29 (??/??/92) 13.564 (m) 44.50 (f) ADJ UNCH 1 2 DY0070 DY0070.Superseded values are not recommended for survey control. DY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0070.See file dsdata.txt to determine how the superseded data were derived. DY0070 DY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT024469(NAD 83) DY0070_MARKER: DB = BENCH MARK DISK DY0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0070_STAMPING: G 779 1946 DY0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0070+STABILITY: SURFACE MOTION DY0070 DY0070 HISTORY - Date Condition Report By DY0070 HISTORY - 1946 MONUMENTED CGS DY0070 HISTORY - 1961 MARK NOT FOUND NGS DY0070 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0070 DY0070 STATION DESCRIPTION DY0070 DY0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 DY0070'1.5 MI E FROM ARTESIA. DY0070'0.5 MILE EAST ALONG ORANGETHORPE AVENUE FROM THE INTERSECTION DY0070'OF ORAGETHROPE AVENUE AND BLOOMFIELD AVENUE, 23.6 FEET SOUTH OF DY0070'THE CENTERLINE OF ORANGETHORPE AVENUE, 7.5 FEET EAST OF THE DY0070'CENTER OF THE MOST EASTERLY TREE IN A LONG ROW OF LARGE EUCALYPTUS DY0070'TREES, 1.5 FEET WEST OF A WHITE 4 IN X 4 IN WOODEN REFERENCE DY0070'POST STENCILED USBM, AND PROJECTS ABOUT 0.2 FOOT ABOVE IMMEDIATE DY0070'GROUND LEVEL. AN IRON BENCH-MARK DISK, STAMPED G 779 1946 AND DY0070'SET IN THE TOP OF A CONCRETE POST. NOTE-- 1961 - ONLY TWO TREES DY0070'LEFT IN LONG ROW OF TREES. DY0070 DY0070 STATION RECOVERY (1961) DY0070 DY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0070'MARK NOT FOUND. DY0070 DY0070 STATION RECOVERY (2004) DY0070 DY0070'RECOVERY NOTE BY US POWER SQUADRON 2004 DY0070'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0061 *********************************************************************** DY0061 DESIGNATION - L 51 RESET 1930 DY0061 PID - DY0061 DY0061 STATE/COUNTY- CA/LOS ANGELES DY0061 USGS QUAD - LOS ALAMITOS (1981) DY0061 DY0061 *CURRENT SURVEY CONTROL DY0061 ___________________________________________________________________ DY0061* NAD 83(1986)- 33 49 55. (N) 118 03 47. (W) SCALED DY0061* NAVD 88 - 10.71 (+/-2cm) 35.1 (feet) VERTCON DY0061 ___________________________________________________________________ DY0061 GEOID HEIGHT- -35.64 (meters) GEOID03 DY0061 DY0061 VERT ORDER - FIRST CLASS II (See Below) DY0061 DY0061.The horizontal coordinates were scaled from a topographic map and have DY0061.an estimated accuracy of +/- 6 seconds. DY0061 DY0061.The NAVD 88 height was computed by applying the VERTCON shift value to DY0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0061.The vertical order pertains to the NGVD 29 superseded value. DY0061 DY0061.The geoid height was determined by GEOID03. DY0061 DY0061; North East Units Estimated Accuracy DY0061;SPC CA 5 - 536,820. 1,994,160. MT (+/- 180 meters Scaled) DY0061 DY0061 SUPERSEDED SURVEY CONTROL DY0061 DY0061 NGVD 29 (??/??/92) 9.983 (m) 32.75 (f) ADJ UNCH 1 2 DY0061 DY0061.Superseded values are not recommended for survey control. DY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0061.See file dsdata.txt to determine how the superseded data were derived. DY0061 DY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016440(NAD 83) DY0061_MARKER: DD = SURVEY DISK DY0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0061_STAMPING: L 51 1926 RESET 1930 DY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0061+STABILITY: SURFACE MOTION DY0061 DY0061 HISTORY - Date Condition Report By DY0061 HISTORY - 1930 MONUMENTED CA-037 DY0061 HISTORY - 1961 MARK NOT FOUND NGS DY0061 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0061 DY0061 STATION DESCRIPTION DY0061 DY0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 DY0061'2.8 MI SE FROM ARTESIA. DY0061'1.0 MILE EAST ALONG ORANGETHORPE AVENUE FROM ARTESIA, LOS ANGELES DY0061'COUNTY, THENCE 1.8 MILES SOUTH ALONG BLOOMFIELD AVENUE, NEAR DY0061'THE INTERSECTION OF CARSON STREET, 165 FEET NORTH OF THE DY0061'CENTERLINE OF CARSON STREET, 21 FEET EAST OF THE CENTERLINE OF DY0061'BLOOMFIELD AVENUE, 10 FEET SOUTH OF POWER POLE 113357E, 1.6 FEET DY0061'WEST OF A WIRE FENCE, 1.2 FEET WEST OF A WHITE WOODEN WITNESS DY0061'POST, AND 0.7 FOOT BELOW GROUND. A STANDARD DISK, STAMPED L 51 DY0061'1926 RESET 1930 AND SET IN THE TOP OF A CONCRETE POST. DY0061 DY0061 STATION RECOVERY (2004) DY0061 DY0061'RECOVERY NOTE BY US POWER SQUADRON 2004 DY0061'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DY0067 *********************************************************************** DY0067 DESIGNATION - M 51 RESET 1927 DY0067 PID - DY0067 DY0067 STATE/COUNTY- CA/LOS ANGELES DY0067 USGS QUAD - LOS ALAMITOS (1981) DY0067 DY0067 *CURRENT SURVEY CONTROL DY0067 ___________________________________________________________________ DY0067* NAD 83(1986)- 33 51 30. (N) 118 03 48. (W) SCALED DY0067* NAVD 88 - 14.87 (+/-2cm) 48.8 (feet) VERTCON DY0067 ___________________________________________________________________ DY0067 GEOID HEIGHT- -35.62 (meters) GEOID03 DY0067 DY0067 VERT ORDER - FIRST CLASS II (See Below) DY0067 DY0067.The horizontal coordinates were scaled from a topographic map and have DY0067.an estimated accuracy of +/- 6 seconds. DY0067 DY0067.The NAVD 88 height was computed by applying the VERTCON shift value to DY0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0067.The vertical order pertains to the NGVD 29 superseded value. DY0067 DY0067.The geoid height was determined by GEOID03. DY0067 DY0067; North East Units Estimated Accuracy DY0067;SPC CA 5 - 539,750. 1,994,140. MT (+/- 180 meters Scaled) DY0067 DY0067 SUPERSEDED SURVEY CONTROL DY0067 DY0067 NGVD 29 (??/??/92) 14.142 (m) 46.40 (f) ADJ UNCH 1 2 DY0067 DY0067.Superseded values are not recommended for survey control. DY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0067.See file dsdata.txt to determine how the superseded data were derived. DY0067 DY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT016469(NAD 83) DY0067_MARKER: DB = BENCH MARK DISK DY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0067_STAMPING: M 51 1926 RESET 1927 DY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0067+STABILITY: SURFACE MOTION DY0067 DY0067 HISTORY - Date Condition Report By DY0067 HISTORY - 1927 MONUMENTED CGS DY0067 HISTORY - 1958 GOOD NGS DY0067 HISTORY - 1961 MARK NOT FOUND NGS DY0067 HISTORY - 20041023 MARK NOT FOUND USPSQD DY0067 DY0067 STATION DESCRIPTION DY0067 DY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 DY0067'1 MI E FROM ARTESIA. DY0067'1.0 MILE EAST ALONG SOUTH ST. FROM ARTESIA. AT THE INTERSECTION DY0067'OF SOUTH ST. AND BLOOMFIELD AVENUE., 100.3 FEET NORTH OF THE DY0067'CENTERLINE OF SOUTH ST., 28.7 FEET EAST OF THE CENTERLINE OF DY0067'BLOOMFIELD AVE., 16.1 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE DY0067'OF POWER POLE 656729E, AND 4.8 FEET EAST OF A WIRE FENCE. IT DY0067'IS SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW DY0067'THE SURFACE OF THE GROUND. WHAT WAS CALLED ORANGETHORPE AVENUE DY0067'IS NOW NAMED SOUTH STREET. DY0067 DY0067 STATION RECOVERY (1961) DY0067 DY0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0067'MARK NOT FOUND. DY0067 DY0067 STATION RECOVERY (2004) DY0067 DY0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (LRC) DY0067'MARK NOT FOUND.