1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0995 *********************************************************************** DZ0995 DESIGNATION - 7 3 359.15 CAHD DZ0995 PID - DZ0995 DZ0995 STATE/COUNTY- CA/SANTA BARBARA DZ0995 USGS QUAD - SOLVANG (1982) DZ0995 DZ0995 *CURRENT SURVEY CONTROL DZ0995 ___________________________________________________________________ DZ0995* NAD 83(1986)- 34 36 47. (N) 120 11 37. (W) SCALED DZ0995* NAVD 88 - 110.17 (+/-2cm) 361.4 (feet) VERTCON DZ0995 ___________________________________________________________________ DZ0995 GEOID HEIGHT- -35.58 (meters) GEOID99 DZ0995 DZ0995 VERT ORDER - THIRD (See Below) DZ0995 DZ0995.The horizontal coordinates were scaled from a topographic map and have DZ0995.an estimated accuracy of +/- 6 seconds. DZ0995 DZ0995.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0995.The vertical order pertains to the superseded datum. DZ0995 DZ0995.The geoid height was determined by GEOID99. DZ0995 DZ0995; North East Units Estimated Accuracy DZ0995;SPC CA 5 - 625,660. 1,798,840. MT (+/- 180 meters Scaled) DZ0995 DZ0995 SUPERSEDED SURVEY CONTROL DZ0995 DZ0995 NGVD 29 - 109.39 (m) 358.9 (f) RESET 3 DZ0995 DZ0995.Superseded values are not recommended for survey control. DZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0995.See file dsdata.txt to determine how the superseded data were derived. DZ0995 DZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD573337(NAD 83) DZ0995_MARKER: DD = SURVEY DISK DZ0995_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND DZ0995_STAMPING: CDH 7-3 359.15 DZ0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0995 DZ0995 HISTORY - Date Condition Report By DZ0995 HISTORY - UNK MONUMENTED CADH DZ0995 HISTORY - 1975 GOOD NGS DZ0995 DZ0995 STATION DESCRIPTION DZ0995 DZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 DZ0995'AT BUELLTON. DZ0995'AT BUELLTON, 111.2 FEET SOUTHWESTERLY OF THE INTERSECTION OF THE DZ0995'AVENUE OF THE FLAGS (OLD HIGHWAY 101) AND STATE HIGHWAY 246, IN DZ0995'THE CENTER OF THE MALL EQUIDISTANT BETWEEN THE NORTH AND SOUTHBOUND DZ0995'LANES OF THE AVENUE, AND 11 FEET SOUTHERLY OF A HIGHWAY LIGHTING DZ0995'STANDARD, A 16 INCH SQUARE OF CONCRETE 24 INCHES LONG WITH A DZ0995'2 1/4 IN BRASS CAP, AND IS 0.3 FOOT ABOVE THE SURFACE OF THE LAWN. DZ0995'NOTE-- OLD MARK WILL BE DESTROYED DURING CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9704 *********************************************************************** AA9704 DESIGNATION - 84 LA RESET AA9704 PID - AA9704 AA9704 STATE/COUNTY- CA/SANTA BARBARA AA9704 USGS QUAD - GUADALUPE (1982) AA9704 AA9704 *CURRENT SURVEY CONTROL AA9704 ___________________________________________________________________ AA9704* NAD 83(1986)- 34 57 27. (N) 120 34 26. (W) SCALED AA9704* NAVD 88 - 27.38 (meters) 89.8 (feet) RESET AA9704 ___________________________________________________________________ AA9704 GEOID HEIGHT- -35.54 (meters) GEOID99 AA9704 AA9704 VERT ORDER - THIRD AA9704 AA9704.The horizontal coordinates were scaled from a topographic map and have AA9704.an estimated accuracy of +/- 6 seconds. AA9704 AA9704.The orthometric height was computed from unverified reset data. AA9704 AA9704.The geoid height was determined by GEOID99. AA9704 AA9704; North East Units Estimated Accuracy AA9704;SPC CA 5 - 664,680. 1,764,960. MT (+/- 180 meters Scaled) AA9704 AA9704 SUPERSEDED SURVEY CONTROL AA9704 AA9704.No superseded survey control is available for this station. AA9704 AA9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD215710(NAD 83) AA9704_MARKER: DD = SURVEY DISK AA9704_SETTING: 31 = CURB AA9704_STAMPING: 84 LA USGS RESET 1994 AA9704_MARK LOGO: USGS AA9704_MAGNETIC: N = NO MAGNETIC MATERIAL AA9704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA9704 AA9704 HISTORY - Date Condition Report By AA9704 HISTORY - 1995 MONUMENTED CADT AA9704 AA9704 STATION DESCRIPTION AA9704 AA9704'DESCRIBED BY CALTRANS 1995 (GAS) AA9704'IN GUADALUPE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND AA9704'STATE HIGHWAY 166, 17.5 FEET (5.3 M) WEST OF THE WEST RAIL, 6.5 M AA9704'(21.3 FT) NORTH OF THE EXTENSION OF CURB PROJECTED ACROSS HIGHWAY 1, AA9704'18.0 M (59.1 FT) SOUTHEAST OF THE CENTER OF DROP INLET IN CURB AND AA9704'GUTTER, 2.3 M (7.5 FT) SOUTHWEST OF JOINT POLE NO GT 135588. 21.4 AA9704'FEET (6.5 M) NORTH OF EXTENDED TOP OF CURB LINE ON THE WEST SIDE OF AA9704'HIGHWAY 1, 7.5 FEET (2.3 M) SOUTHWEST OF JOINT POLE ON NORTH SIDE OF AA9704'HIGHWAY, 16.3 FEET (5.0 M) SOUTHWEST OF RAILROAD SIGNAL CONTROL BOX, AA9704'SOUTHWEST CORNER OF SMALL METAL BUILDING, 54.7 FEET (16.7 M) WEST OF AA9704'MOST WESTERLY RAIL, 59.0 FEET (18.0 M) EAST OF THE CENTER OF A AA9704'DRAINAGE INLET AT THE CURB RETURN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0994 *********************************************************************** DZ0994 DESIGNATION - B 1043 RESET 1974 DZ0994 PID - DZ0994 DZ0994 STATE/COUNTY- CA/SANTA BARBARA DZ0994 USGS QUAD - SOLVANG (1982) DZ0994 DZ0994 *CURRENT SURVEY CONTROL DZ0994 ___________________________________________________________________ DZ0994* NAD 83(1986)- 34 32 35. (N) 120 11 43. (W) SCALED DZ0994* NAVD 88 - 197.43 (+/-2cm) 647.7 (feet) VERTCON DZ0994 ___________________________________________________________________ DZ0994 GEOID HEIGHT- -35.62 (meters) GEOID99 DZ0994 DZ0994 VERT ORDER - THIRD (See Below) DZ0994 DZ0994.The horizontal coordinates were scaled from a topographic map and have DZ0994.an estimated accuracy of +/- 6 seconds. DZ0994 DZ0994.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0994.The vertical order pertains to the superseded datum. DZ0994 DZ0994.The geoid height was determined by GEOID99. DZ0994 DZ0994; North East Units Estimated Accuracy DZ0994;SPC CA 5 - 617,900. 1,798,520. MT (+/- 180 meters Scaled) DZ0994 DZ0994 SUPERSEDED SURVEY CONTROL DZ0994 DZ0994 NGVD 29 - 196.66 (m) 645.2 (f) RESET 3 DZ0994 DZ0994.Superseded values are not recommended for survey control. DZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0994.See file dsdata.txt to determine how the superseded data were derived. DZ0994 DZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD573259(NAD 83) DZ0994_MARKER: DB = BENCH MARK DISK DZ0994_SETTING: 30 = CULVERT DZ0994_STAMPING: B 1043 RESET 1974 DZ0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0994 DZ0994 HISTORY - Date Condition Report By DZ0994 HISTORY - 1974 MONUMENTED CADT DZ0994 HISTORY - 1974 GOOD CADT DZ0994 DZ0994 STATION DESCRIPTION DZ0994 DZ0994'DESCRIBED BY CALTRANS 1974 DZ0994'5.2 MI S FROM BUELLTON. DZ0994'5.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM JUNCTION OF STATE DZ0994'HIGHWAY 246 AT BUELLTON, AT THE JUNCTION OF PAVED PRIVATE ROAD DZ0994'LEADING NORTHWEST TO STOCKPENS, IN TOP OF THE NORTHWEST CORNER OF DZ0994'GRATE TOP DROP INLET OF 24 INCH PIPE CULVERT UNDER THE HIGHWAY, DZ0994'36.5 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES DZ0994'OF THE HIGHWAY, 69.0 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE DZ0994'PRIVATE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY ELEVATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0969 *********************************************************************** DZ0969 DESIGNATION - B 245 RESET 1969 DZ0969 PID - DZ0969 DZ0969 STATE/COUNTY- CA/SANTA BARBARA DZ0969 USGS QUAD - GUADALUPE (1982) DZ0969 DZ0969 *CURRENT SURVEY CONTROL DZ0969 ___________________________________________________________________ DZ0969* NAD 83(1986)- 34 55 43. (N) 120 36 27. (W) SCALED DZ0969* NAVD 88 - 106.31 (+/-2cm) 348.8 (feet) VERTCON DZ0969 ___________________________________________________________________ DZ0969 GEOID HEIGHT- -35.59 (meters) GEOID99 DZ0969 DZ0969 VERT ORDER - THIRD (See Below) DZ0969 DZ0969.The horizontal coordinates were scaled from a topographic map and have DZ0969.an estimated accuracy of +/- 6 seconds. DZ0969 DZ0969.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0969.The vertical order pertains to the superseded datum. DZ0969 DZ0969.The geoid height was determined by GEOID99. DZ0969 DZ0969; North East Units Estimated Accuracy DZ0969;SPC CA 5 - 661,560. 1,761,800. MT (+/- 180 meters Scaled) DZ0969 DZ0969 SUPERSEDED SURVEY CONTROL DZ0969 DZ0969 NGVD 29 - 105.48 (m) 346.1 (f) RESET 3 DZ0969 DZ0969.Superseded values are not recommended for survey control. DZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0969.See file dsdata.txt to determine how the superseded data were derived. DZ0969 DZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD185677(NAD 83) DZ0969_MARKER: DB = BENCH MARK DISK DZ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0969_STAMPING: B 245 RESET 1969 DZ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0969+STABILITY: SURFACE MOTION DZ0969 DZ0969 HISTORY - Date Condition Report By DZ0969 HISTORY - 1969 MONUMENTED CGS DZ0969 DZ0969 STATION DESCRIPTION DZ0969 DZ0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 DZ0969'4.5 MI SW FROM GUADALUPE. DZ0969'2.2 MILES SOUTH ALONG STATE HIGHWAY 1 FROM GUADALUPE TO ITS DZ0969'INTERSECTION WITH BROWN ROAD, THENCE WEST ALONG BROWN ROAD FOR DZ0969'2.5 MILES THE CORRALITOS RANCH ROAD ON THE RIGHT AND THE BENCH DZ0969'MARK. IT IS 134.0 FEET NORTH-NORTHEAST OF THE CENTER OF BROWN DZ0969'ROAD, 23.5 FEET WEST OF THE CENTER OF THE RANCH ROAD, 1.5 FEET DZ0969'SOUTH-SOUTHWEST OF A POWERLINE METER POLE AND 1.5 FEET WEST OF DZ0969'A 4 X 4 INCH WOODEN WITNESS POST PAINTED WHITE. THE BENCH MARK DZ0969'DISK IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE DZ0969'POST THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW3868 *********************************************************************** EW3868 DESIGNATION - B 29 11 LA USGS RESET 68 EW3868 PID - EW3868 EW3868 STATE/COUNTY- CA/SANTA BARBARA EW3868 USGS QUAD - CARPINTERIA (1988) EW3868 EW3868 *CURRENT SURVEY CONTROL EW3868 ___________________________________________________________________ EW3868* NAD 83(1986)- 34 23 44. (N) 119 31 21. (W) SCALED EW3868* NAVD 88 - 4.82 (+/-2cm) 15.8 (feet) VERTCON EW3868 ___________________________________________________________________ EW3868 GEOID HEIGHT- -35.47 (meters) GEOID99 EW3868 EW3868 VERT ORDER - THIRD (See Below) EW3868 EW3868.The horizontal coordinates were scaled from a topographic map and have EW3868.an estimated accuracy of +/- 6 seconds. EW3868 EW3868.The NAVD 88 height was computed by applying the VERTCON shift value to EW3868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW3868.The vertical order pertains to the superseded datum. EW3868 EW3868.The geoid height was determined by GEOID99. EW3868 EW3868; North East Units Estimated Accuracy EW3868;SPC CA 5 - 600,400. 1,860,010. MT (+/- 180 meters Scaled) EW3868 EW3868 SUPERSEDED SURVEY CONTROL EW3868 EW3868 NGVD 29 - 4.03 (m) 13.2 (f) RESET 3 EW3868 EW3868.Superseded values are not recommended for survey control. EW3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3868.See file dsdata.txt to determine how the superseded data were derived. EW3868 EW3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU681089(NAD 83) EW3868_MARKER: DB = BENCH MARK DISK EW3868_SETTING: 30 = CURB EW3868_STAMPING: B 29=11 LA USGS RESET 1968 EW3868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW3868 EW3868 HISTORY - Date Condition Report By EW3868 HISTORY - 1968 MONUMENTED CGS EW3868 HISTORY - 1960 GOOD NGS EW3868 HISTORY - 1968 GOOD NGS EW3868 EW3868 STATION DESCRIPTION EW3868 EW3868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EW3868'AT CARPINTERIA. EW3868'LOCATED AT CARPINTERIA, 121 FEET NORTH OF THE EAST RAIL OF THE EW3868'MAIN LINE OF THE SOUTHEN PACIFIC RAILROAD, 30.5 FEET EAST OF THE EW3868'CENTERLINE OF LINDEN AVENUE, 11.5 FEET WEST OF SOUTHWEST EW3868'CORNER OF THE SANTA BARBARA LEMON ASSOCIATION BUILDING, 9.5 EW3868'FEET SOUTH OF POWER POLE 1608425 E, THE DISK IS SET IN THE EW3868'EAST CURB OF LINDEN AVENUE, 0.3 FOOT NORTH OF NORTH EDGE OF EW3868'STORM DRAIN AND ABOUT 4 INCHES ABOVE THE STREET. EW3868 EW3868 STATION RECOVERY (1968) EW3868 EW3868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EW3868'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ1801 *********************************************************************** DZ1801 DESIGNATION - C 65 RESET DZ1801 PID - DZ1801 DZ1801 STATE/COUNTY- CA/SANTA BARBARA DZ1801 USGS QUAD - ORCUTT (1978) DZ1801 DZ1801 *CURRENT SURVEY CONTROL DZ1801 ___________________________________________________________________ DZ1801* NAD 83(1986)- 34 45 27. (N) 120 23 01. (W) SCALED DZ1801* NAVD 88 - 116.38 (+/-2cm) 381.8 (feet) VERTCON DZ1801 ___________________________________________________________________ DZ1801 GEOID HEIGHT- -35.70 (meters) GEOID99 DZ1801 DZ1801 VERT ORDER - THIRD (See Below) DZ1801 DZ1801.The horizontal coordinates were scaled from a topographic map and have DZ1801.an estimated accuracy of +/- 6 seconds. DZ1801 DZ1801.The NAVD 88 height was computed by applying the VERTCON shift value to DZ1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ1801.The vertical order pertains to the superseded datum. DZ1801 DZ1801.The geoid height was determined by GEOID99. DZ1801 DZ1801; North East Units Estimated Accuracy DZ1801;SPC CA 5 - 642,080. 1,781,800. MT (+/- 180 meters Scaled) DZ1801 DZ1801 SUPERSEDED SURVEY CONTROL DZ1801 DZ1801 NGVD 29 - 115.57 (m) 379.2 (f) RESET 3 DZ1801 DZ1801.Superseded values are not recommended for survey control. DZ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1801.See file dsdata.txt to determine how the superseded data were derived. DZ1801 DZ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD394492(NAD 83) DZ1801_MARKER: DV = VERTICAL CONTROL DISK DZ1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1801_STAMPING: C 65 RESET 1985 DZ1801_MARK LOGO: NGS DZ1801_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ1801 DZ1801 HISTORY - Date Condition Report By DZ1801 HISTORY - 1985 MONUMENTED CADT DZ1801 DZ1801 STATION DESCRIPTION DZ1801 DZ1801'DESCRIBED BY CALTRANS 1985 DZ1801'6.2 MILES (10.0 KM) WEST ALONG HIGHWAY 135 FROM THE POST OFFICE IN DZ1801'LOS ALAMOS AT MILE POST 655, AT THE ENTRANCE TO A HOUSE SOUTH OF THE DZ1801'HIGHWAY, THIS HOUSE HAS A ROW OF FOUR ENGLISH WALNUT TREES IN THE DZ1801'FRONT YARD AND A HEDGEROW JUST WEST OF AND PARALLEL WITH THE ENTRANCE DZ1801'ROAD, 29 FEET (8.8 M) SOUTH OF THE HIGHWAY CENTERLINE AT THE NORTH DZ1801'END OF THE HEDGEROW, ABOUT 0.2 FEET (6.1 CM) LOWER THAN THE GROUND DZ1801'SURFACE AND 0.5 FEET (15.2 CM) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4854 *********************************************************************** AE4854 DESIGNATION - D 1215 RESET AE4854 PID - AE4854 AE4854 STATE/COUNTY- CA/SANTA BARBARA AE4854 USGS QUAD - GOLETA (1988) AE4854 AE4854 *CURRENT SURVEY CONTROL AE4854 ___________________________________________________________________ AE4854* NAD 83(1986)- 34 26 02. (N) 119 52 14. (W) SCALED AE4854* NAVD 88 - 9.28 (meters) 30.4 (feet) RESET AE4854 ___________________________________________________________________ AE4854 GEOID HEIGHT- -35.83 (meters) GEOID99 AE4854 AE4854 VERT ORDER - THIRD AE4854 AE4854.The horizontal coordinates were scaled from a topographic map and have AE4854.an estimated accuracy of +/- 6 seconds. AE4854 AE4854.The orthometric height was computed from unverified reset data. AE4854 AE4854.The geoid height was determined by GEOID99. AE4854 AE4854; North East Units Estimated Accuracy AE4854;SPC CA 5 - 605,190. 1,828,090. MT (+/- 180 meters Scaled) AE4854 AE4854 SUPERSEDED SURVEY CONTROL AE4854 AE4854.No superseded survey control is available for this station. AE4854 AE4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU362140(NAD 83) AE4854_MARKER: DV = VERTICAL CONTROL DISK AE4854_SETTING: 31 = SIDEWALK AE4854_STAMPING: D 1215 RESET 1996 AE4854_MARK LOGO: NGS AE4854_MAGNETIC: N = NO MAGNETIC MATERIAL AE4854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE4854 AE4854 HISTORY - Date Condition Report By AE4854 HISTORY - 1997 MONUMENTED CADT AE4854 AE4854 STATION DESCRIPTION AE4854 AE4854'DESCRIBED BY CALTRANS 1997 (GS) AE4854'3 MILES (4.8 KM) WEST FROM GOLETA. 2.95 MILES (4.75 KM) WEST ALONG AE4854'THE SOUTHERN PACIFIC RAILROAD FROM THE STATION ON GOLETA. TOP OF CURB AE4854'ON NORTHWESTERLY END OF SIDEWALK OF OVERCROSSING BRIDGE, 4.0 FEET (1.2 AE4854'M) SOUTHEASTERLY OF END OF SIDEWALK, 0.5 FOOT (15.2 CM) SOUTHWESTERLY AE4854'FROM FACE OF SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0194 *********************************************************************** DZ0194 DESIGNATION - D 274 RESET 1963 DZ0194 PID - DZ0194 DZ0194 STATE/COUNTY- CA/SANTA BARBARA DZ0194 USGS QUAD - ORCUTT (1978) DZ0194 DZ0194 *CURRENT SURVEY CONTROL DZ0194 ___________________________________________________________________ DZ0194* NAD 83(1986)- 34 46 30. (N) 120 29 36. (W) SCALED DZ0194* NAVD 88 - 75.67 (+/-2cm) 248.3 (feet) VERTCON DZ0194 ___________________________________________________________________ DZ0194 GEOID HEIGHT- -35.78 (meters) GEOID99 DZ0194 DZ0194 VERT ORDER - THIRD (See Below) DZ0194 DZ0194.The horizontal coordinates were scaled from a topographic map and have DZ0194.an estimated accuracy of +/- 6 seconds. DZ0194 DZ0194.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0194.The vertical order pertains to the superseded datum. DZ0194 DZ0194.The geoid height was determined by GEOID99. DZ0194 DZ0194; North East Units Estimated Accuracy DZ0194;SPC CA 5 - 644,260. 1,771,810. MT (+/- 180 meters Scaled) DZ0194 DZ0194 SUPERSEDED SURVEY CONTROL DZ0194 DZ0194 NGVD 29 - 74.87 (m) 245.6 (f) RESET 3 DZ0194 DZ0194.Superseded values are not recommended for survey control. DZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0194.See file dsdata.txt to determine how the superseded data were derived. DZ0194 DZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD293509(NAD 83) DZ0194_MARKER: DD = SURVEY DISK DZ0194_SETTING: 30 = CULVERT DZ0194_STAMPING: D 274 RESET 1963 DZ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0194 DZ0194 HISTORY - Date Condition Report By DZ0194 HISTORY - 1963 MONUMENTED CADH DZ0194 HISTORY - 1964 GOOD DZ0194 DZ0194 STATION DESCRIPTION DZ0194 DZ0194'DESCRIBED 1964 DZ0194'11.2 MI SE FROM ORCUTT. DZ0194'0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE IN ORCUTT, DZ0194'THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 4.3 MILES DZ0194'SOUTHEAST ALONG SAN ANTONIO ROAD, AND SET IN A CULVERT HEADWALL DZ0194'APPROXIMATELY 45 FEET RIGHT OF ENGINEERS STATION 161+44. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0128 *********************************************************************** DZ0128 DESIGNATION - F 529 RESET 1960 DZ0128 PID - DZ0128 DZ0128 STATE/COUNTY- CA/SANTA BARBARA DZ0128 USGS QUAD - SANTA MARIA (1982) DZ0128 DZ0128 *CURRENT SURVEY CONTROL DZ0128 ___________________________________________________________________ DZ0128* NAD 83(1986)- 34 55 51. (N) 120 26 09. (W) SCALED DZ0128* NAVD 88 - 67.80 (+/-2cm) 222.4 (feet) VERTCON DZ0128 ___________________________________________________________________ DZ0128 GEOID HEIGHT- -35.39 (meters) GEOID99 DZ0128 DZ0128 VERT ORDER - THIRD (See Below) DZ0128 DZ0128.The horizontal coordinates were scaled from a topographic map and have DZ0128.an estimated accuracy of +/- 6 seconds. DZ0128 DZ0128.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0128.The vertical order pertains to the superseded datum. DZ0128 DZ0128.The geoid height was determined by GEOID99. DZ0128 DZ0128; North East Units Estimated Accuracy DZ0128;SPC CA 5 - 661,410. 1,777,490. MT (+/- 180 meters Scaled) DZ0128 DZ0128 SUPERSEDED SURVEY CONTROL DZ0128 DZ0128 NGVD 29 - 66.99 (m) 219.8 (f) RESET 3 DZ0128 DZ0128.Superseded values are not recommended for survey control. DZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0128.See file dsdata.txt to determine how the superseded data were derived. DZ0128 DZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD342683(NAD 83) DZ0128_MARKER: DB = BENCH MARK DISK DZ0128_SETTING: 30 = CURB DZ0128_STAMPING: F 529 RESET 1956 1960 DZ0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0128 DZ0128 HISTORY - Date Condition Report By DZ0128 HISTORY - 1960 MONUMENTED CGS DZ0128 HISTORY - 1975 GOOD CA-083 DZ0128 DZ0128 STATION DESCRIPTION DZ0128 DZ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DZ0128'1.3 MI S FROM SANTA MARIA. DZ0128'1.3 MILES SOUTH ALONG U.S. HIGHWAY 101 (BROADWAY) FROM THE DZ0128'INTERSECTION OF HIGHWAY 101 (BROADWAY) AND MAIN STREET IN DZ0128'SANTA MARIA, IN THE CURBING AT THE NORTHWEST CORNER OF THE DZ0128'INTERSECTION OF HIGHWAY 101 (BROADWAY) AND BATTLES ROAD, IN DZ0128'FRONT OF A SERVICE STATION, ABOUT 55 FEET NORTH OF THE DZ0128'CENTERLINE OF BATTLE ROAD, 45 FEET WEST OF THE CENTERLINE OF DZ0128'HIGHWAY 101 (BROADWAY), 2 1/2 FEET SOUTHEAST OF A FIRE PLUG. DZ0128'THE MARK REPLACES F 529 1956 WHICH WAS DESTROYED DUE TO ROAD DZ0128'CONSTRUCTION. DZ0128 DZ0128 STATION RECOVERY (1975) DZ0128 DZ0128'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1975 DZ0128'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0098 *********************************************************************** DZ0098 DESIGNATION - F 536 RESET DZ0098 PID - DZ0098 DZ0098 STATE/COUNTY- CA/SANTA BARBARA DZ0098 USGS QUAD - LOMPOC (1982) DZ0098 DZ0098 *CURRENT SURVEY CONTROL DZ0098 ___________________________________________________________________ DZ0098* NAD 83(1986)- 34 38 33. (N) 120 27 28. (W) SCALED DZ0098* NAVD 88 - 30.17 (+/-2cm) 99.0 (feet) VERTCON DZ0098 ___________________________________________________________________ DZ0098 GEOID HEIGHT- -35.87 (meters) GEOID99 DZ0098 DZ0098 VERT ORDER - THIRD (See Below) DZ0098 DZ0098.The horizontal coordinates were scaled from a topographic map and have DZ0098.an estimated accuracy of +/- 6 seconds. DZ0098 DZ0098.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0098.The vertical order pertains to the superseded datum. DZ0098 DZ0098.The geoid height was determined by GEOID99. DZ0098 DZ0098; North East Units Estimated Accuracy DZ0098;SPC CA 5 - 629,490. 1,774,700. MT (+/- 180 meters Scaled) DZ0098 DZ0098 SUPERSEDED SURVEY CONTROL DZ0098 DZ0098 NGVD 29 - 29.41 (m) 96.5 (f) RESET 3 DZ0098 DZ0098.Superseded values are not recommended for survey control. DZ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0098.See file dsdata.txt to determine how the superseded data were derived. DZ0098 DZ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330363(NAD 83) DZ0098_MARKER: DB = BENCH MARK DISK DZ0098_SETTING: 35 = CONCRETE PAD DZ0098_STAMPING: F 536 RESET 1969 DZ0098_MARK LOGO: CGS DZ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0098+STABILITY: SURFACE MOTION DZ0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0098+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989 DZ0098 DZ0098 HISTORY - Date Condition Report By DZ0098 HISTORY - 1969 MONUMENTED MKWS DZ0098 HISTORY - 19890404 GOOD NGS DZ0098 DZ0098 STATION DESCRIPTION DZ0098 DZ0098'DESCRIBED BY M K WELCH SURVEYS 1969 DZ0098'AT LOMPOC. DZ0098'AT LOMPOC, 0.3 MILE NORTH ALONG NORTH H STREET (STATE HIGHWAY 1) DZ0098'FROM THE BANK OF AMERICA, AT THE LOMPOC ELEMENTERY SCHOOL (EL DZ0098'CAMINO SCHOOL), SET IN A CONCRETE SLAB, 21 FEET WEST OF THE DZ0098'CURB. DZ0098 DZ0098 STATION RECOVERY (1989) DZ0098 DZ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0098'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN LOMPOC, DZ0098'AT THE INTERSECTION OF NORTH H STREET AND CHESTNUT AVENUE, IN THE EAST DZ0098'END OF A 12 BY 12-INCH CONCRETE PAD THAT PROJECTS 0.1 M (0.3 FT) ABOVE DZ0098'THE GROUND SURFACE, 74.3 M (243.8 FT) NORTH OF THE CENTER OF THE DZ0098'AVENUE, 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND DZ0098'LANES OF THE STREET, 5.0 M (16.4 FT) SOUTH OF THE CENTER OF A GATE, DZ0098'0.1 M (0.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.1 M DZ0098'(0.3 FT) BELOW THE LEVEL OF THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0996 *********************************************************************** DZ0996 DESIGNATION - G 740 RESET 1975 DZ0996 PID - DZ0996 DZ0996 STATE/COUNTY- CA/SANTA BARBARA DZ0996 USGS QUAD - ORCUTT (1978) DZ0996 DZ0996 *CURRENT SURVEY CONTROL DZ0996 ___________________________________________________________________ DZ0996* NAD 83(1986)- 34 45 32. (N) 120 24 22. (W) SCALED DZ0996* NAVD 88 - 104.98 (+/-2cm) 344.4 (feet) VERTCON DZ0996 ___________________________________________________________________ DZ0996 GEOID HEIGHT- -35.72 (meters) GEOID99 DZ0996 DZ0996 VERT ORDER - THIRD (See Below) DZ0996 DZ0996.The horizontal coordinates were scaled from a topographic map and have DZ0996.an estimated accuracy of +/- 6 seconds. DZ0996 DZ0996.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0996.The vertical order pertains to the superseded datum. DZ0996 DZ0996.The geoid height was determined by GEOID99. DZ0996 DZ0996; North East Units Estimated Accuracy DZ0996;SPC CA 5 - 642,280. 1,779,750. MT (+/- 180 meters Scaled) DZ0996 DZ0996 SUPERSEDED SURVEY CONTROL DZ0996 DZ0996 NGVD 29 - 104.18 (m) 341.8 (f) RESET 3 DZ0996 DZ0996.Superseded values are not recommended for survey control. DZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0996.See file dsdata.txt to determine how the superseded data were derived. DZ0996 DZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD374493(NAD 83) DZ0996_MARKER: DB = BENCH MARK DISK DZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0996_STAMPING: G 740 RESET 1975 DZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0996+STABILITY: SURFACE MOTION DZ0996 DZ0996 HISTORY - Date Condition Report By DZ0996 HISTORY - 1975 MONUMENTED CADT DZ0996 DZ0996 STATION DESCRIPTION DZ0996 DZ0996'DESCRIBED BY CALTRANS 1975 DZ0996'0.6 MI W FROM LOS ALAMOS. DZ0996'0.6 MILE WEST ALONG OLD HIGHWAY 101 FROM THE POST OFFICE AT DZ0996'LOS ALAMOS, THENCE 7.1 MILES WEST ALONG STATE HIGHWAY 135, 59 DZ0996'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET DZ0996'WEST OF THE CENTERLINE OF A PAVED DRIVEWAY TO THE A.B. HANSON FARM, DZ0996'29 FEET SOUTHEAST OF THE WEST END OF A 12-INCH CULVERT, 62 FEET DZ0996'NORTHWEST OF POWER POLE NUMBER GT68785 WITH TWO GUY WIRES, DZ0996'3 FEET NORTH OF THE RIGHT OF WAY FENCE WHICH RUNS EAST AND DZ0996'WEST, IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE DZ0996'THE GROUND AND 2.0 FEET BELOW THE ELEVATION OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0119 *********************************************************************** DZ0119 DESIGNATION - H 65 RESET 1959 DZ0119 PID - DZ0119 DZ0119 STATE/COUNTY- CA/SANTA BARBARA DZ0119 USGS QUAD - SANTA MARIA (1982) DZ0119 DZ0119 *CURRENT SURVEY CONTROL DZ0119 ___________________________________________________________________ DZ0119* NAD 83(1986)- 34 53 39. (N) 120 26 09. (W) SCALED DZ0119* NAVD 88 - 84.86 (+/-2cm) 278.4 (feet) VERTCON DZ0119 ___________________________________________________________________ DZ0119 GEOID HEIGHT- -35.52 (meters) GEOID99 DZ0119 DZ0119 VERT ORDER - THIRD (See Below) DZ0119 DZ0119.The horizontal coordinates were scaled from a topographic map and have DZ0119.an estimated accuracy of +/- 6 seconds. DZ0119 DZ0119.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0119.The vertical order pertains to the superseded datum. DZ0119 DZ0119.The geoid height was determined by GEOID99. DZ0119 DZ0119; North East Units Estimated Accuracy DZ0119;SPC CA 5 - 657,350. 1,777,390. MT (+/- 180 meters Scaled) DZ0119 DZ0119 SUPERSEDED SURVEY CONTROL DZ0119 DZ0119 NGVD 29 - 84.05 (m) 275.8 (f) RESET 3 DZ0119 DZ0119.Superseded values are not recommended for survey control. DZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0119.See file dsdata.txt to determine how the superseded data were derived. DZ0119 DZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD343643(NAD 83) DZ0119_MARKER: DD = SURVEY DISK DZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0119_STAMPING: H 65 RESET 1959 DZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0119+STABILITY: SURFACE MOTION DZ0119 DZ0119 HISTORY - Date Condition Report By DZ0119 HISTORY - 1959 MONUMENTED CADH DZ0119 HISTORY - 1960 GOOD NGS DZ0119 HISTORY - 1975 GOOD CA-083 DZ0119 DZ0119 STATION DESCRIPTION DZ0119 DZ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DZ0119'3.8 MI S FROM SANTA MARIA. DZ0119'THE MARK IS LOCATED ON STATE HIGHWAY, ORCUTT ROAD (FORMERLY DZ0119'U.S. 101) 1.3 MILES SOUTH OF ITS INTERSECTION WITH U.S. 101, DZ0119'AND 400 FEET NORTH OF LAKEVIEW INTERSECTION, AND SET IN A DZ0119'CONCRETE POST FLUSH WITH THE GROUND ONE FOOT NORTHERLY OF A DZ0119'STATE HIGHWAY SURVEY MARKER AT ENGINEERS STATION 337+76.19 DZ0119'P.O.T. NOTE-- MARK IS SET IN CONCRETE 0.6 FT S OF CADT DZ0119'MONUMENT STAMPED 57-18 A. BOTH OF THESE ARE IN SOME CONCRETE DZ0119'PILLAR. MARK IS UNDER A CONCRETE PAVED DITCH BURIED 0.5 FT DZ0119'FROM DITCH. MARK IS 1.2 FEET BELOW ROAD SURFACE. DZ0119 DZ0119 STATION RECOVERY (1975) DZ0119 DZ0119'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1975 DZ0119'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0281 *********************************************************************** DZ0281 DESIGNATION - H 659 RESET 1969 DZ0281 PID - DZ0281 DZ0281 STATE/COUNTY- CA/SANTA BARBARA DZ0281 USGS QUAD - SANTA YNEZ (1978) DZ0281 DZ0281 *CURRENT SURVEY CONTROL DZ0281 ___________________________________________________________________ DZ0281* NAD 83(1986)- 34 35 42. (N) 120 02 17. (W) SCALED DZ0281* NAVD 88 - 188.01 (+/-2cm) 616.8 (feet) VERTCON DZ0281 ___________________________________________________________________ DZ0281 GEOID HEIGHT- -35.32 (meters) GEOID99 DZ0281 DZ0281 VERT ORDER - THIRD (See Below) DZ0281 DZ0281.The horizontal coordinates were scaled from a topographic map and have DZ0281.an estimated accuracy of +/- 6 seconds. DZ0281 DZ0281.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0281.The vertical order pertains to the superseded datum. DZ0281 DZ0281.The geoid height was determined by GEOID99. DZ0281 DZ0281; North East Units Estimated Accuracy DZ0281;SPC CA 5 - 623,360. 1,813,060. MT (+/- 180 meters Scaled) DZ0281 DZ0281 SUPERSEDED SURVEY CONTROL DZ0281 DZ0281 NGVD 29 - 187.22 (m) 614.2 (f) RESET 3 DZ0281 DZ0281.Superseded values are not recommended for survey control. DZ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0281.See file dsdata.txt to determine how the superseded data were derived. DZ0281 DZ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD716321(NAD 83) DZ0281_MARKER: DD = SURVEY DISK DZ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0281_STAMPING: H 659 RESET 1969 DZ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0281+STABILITY: SURFACE MOTION DZ0281 DZ0281 HISTORY - Date Condition Report By DZ0281 HISTORY - 1969 MONUMENTED CADH DZ0281 HISTORY - 1970 GOOD DZ0281 DZ0281 STATION DESCRIPTION DZ0281 DZ0281'DESCRIBED 1970 DZ0281'3.2 MI SE FROM SANTA YNEZ. DZ0281'3.15 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0281'154, FROM THE POST OFFICE AT SANTA YNEZ AND 6.65 MILES SOUTHEAST DZ0281'OF LOS OLIVOS, SET IN A 7 IN DIAMETER CONCRETE POST 0.3 FOOT DZ0281'ABOVE THE GROUND ON THE SOUTHWEST SIDE OF STATE HIGHWAY, 99 FEET DZ0281'SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF HIGHWAY 154, DZ0281'75.5 FEET SOUTHEAST OF UTILITY POLE GT 17069, 95 FEET NORTHWEST DZ0281'OF UTILITY POLE 17070, 2 FEET NORTHWEST OF A WITNESS POST AND 2 DZ0281'FEET NORTHEAST OF ANOTHER WITNESS POST WITH A PADDLE MARKED DZ0281'U.S.B.M. (LT. STA. 40+25 PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0270 *********************************************************************** DZ0270 DESIGNATION - J 1043 RESET 1969 DZ0270 PID - DZ0270 DZ0270 STATE/COUNTY- CA/SANTA BARBARA DZ0270 USGS QUAD - LOS OLIVOS (1982) DZ0270 DZ0270 *CURRENT SURVEY CONTROL DZ0270 ___________________________________________________________________ DZ0270* NAD 83(1986)- 34 38 18. (N) 120 05 06. (W) SCALED DZ0270* NAVD 88 - 218.87 (+/-2cm) 718.1 (feet) VERTCON DZ0270 ___________________________________________________________________ DZ0270 GEOID HEIGHT- -35.35 (meters) GEOID99 DZ0270 DZ0270 VERT ORDER - THIRD (See Below) DZ0270 DZ0270.The horizontal coordinates were scaled from a topographic map and have DZ0270.an estimated accuracy of +/- 6 seconds. DZ0270 DZ0270.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0270.The vertical order pertains to the superseded datum. DZ0270 DZ0270.The geoid height was determined by GEOID99. DZ0270 DZ0270; North East Units Estimated Accuracy DZ0270;SPC CA 5 - 628,250. 1,808,860. MT (+/- 180 meters Scaled) DZ0270 DZ0270 SUPERSEDED SURVEY CONTROL DZ0270 DZ0270 NGVD 29 - 218.08 (m) 715.5 (f) RESET 3 DZ0270 DZ0270.Superseded values are not recommended for survey control. DZ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0270.See file dsdata.txt to determine how the superseded data were derived. DZ0270 DZ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD672368(NAD 83) DZ0270_MARKER: DB = BENCH MARK DISK DZ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0270_STAMPING: J 1043 RESET 1969 DZ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0270+STABILITY: SURFACE MOTION DZ0270 DZ0270 HISTORY - Date Condition Report By DZ0270 HISTORY - 1969 MONUMENTED CADH DZ0270 HISTORY - 1970 GOOD DZ0270 DZ0270 STATION DESCRIPTION DZ0270 DZ0270'DESCRIBED 1970 DZ0270'2.6 MI SE FROM LOS OLIVOS. DZ0270'2.55 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0270'154, FROM THE LOS OLIVOS ELEMENTARY SCHOOL, SET IN A 7 INCH DZ0270'DIAMETER CONCRETE POST 0.2 FEET ABOVE THE GROUND ON THE NORTHEAST DZ0270'SIDE OF STATE HIGHWAY 154, 75 FEET SOUTHEAST OF A DIRT ROAD DZ0270'LEADING TO A FARMHOUSE, 135 FEET SOUTHWEST OF AN ELECTRIC POWER DZ0270'POLE, 222 FEET SOUTHWEST OF THE ELECTRIC METER BOX ON THE DZ0270'NORTHWEST CORNER OF A ROW OF BUILDINGS (HOTHOUSES), 2 FEET DZ0270'NORTHWEST OF A WITNESS POST, AND 2 FEET SOUTHWEST OF ANOTHER DZ0270'WITNESS POST WITH A PADDLE MARKED U.S.B.M. (RT. STA 253+50 DZ0270'PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0283 *********************************************************************** DZ0283 DESIGNATION - J 659 RESET 1969 DZ0283 PID - DZ0283 DZ0283 STATE/COUNTY- CA/SANTA BARBARA DZ0283 USGS QUAD - SANTA YNEZ (1978) DZ0283 DZ0283 *CURRENT SURVEY CONTROL DZ0283 ___________________________________________________________________ DZ0283* NAD 83(1986)- 34 36 12. (N) 120 02 50. (W) SCALED DZ0283* NAVD 88 - 208.88 (+/-2cm) 685.3 (feet) VERTCON DZ0283 ___________________________________________________________________ DZ0283 GEOID HEIGHT- -35.33 (meters) GEOID99 DZ0283 DZ0283 VERT ORDER - THIRD (See Below) DZ0283 DZ0283.The horizontal coordinates were scaled from a topographic map and have DZ0283.an estimated accuracy of +/- 6 seconds. DZ0283 DZ0283.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0283.The vertical order pertains to the superseded datum. DZ0283 DZ0283.The geoid height was determined by GEOID99. DZ0283 DZ0283; North East Units Estimated Accuracy DZ0283;SPC CA 5 - 624,300. 1,812,240. MT (+/- 180 meters Scaled) DZ0283 DZ0283 SUPERSEDED SURVEY CONTROL DZ0283 DZ0283 NGVD 29 - 208.08 (m) 682.7 (f) RESET 3 DZ0283 DZ0283.Superseded values are not recommended for survey control. DZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0283.See file dsdata.txt to determine how the superseded data were derived. DZ0283 DZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD707330(NAD 83) DZ0283_MARKER: DD = SURVEY DISK DZ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0283_STAMPING: J 659 RESET 1969 DZ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0283+STABILITY: SURFACE MOTION DZ0283 DZ0283 HISTORY - Date Condition Report By DZ0283 HISTORY - 1969 MONUMENTED CADH DZ0283 HISTORY - 1970 GOOD DZ0283 DZ0283 STATION DESCRIPTION DZ0283 DZ0283'DESCRIBED 1970 DZ0283'2.4 MI SE FROM SANTA YNEZ. DZ0283'2.35 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0283'154, FROM THE POST OFFICE AT SANTA YNEZ AND 5.85 MILES SOUTHEAST DZ0283'OF LOS OLIVOS, SET IN A 7 INCH DIAMETER CONCRETE POST 0.3 FEET DZ0283'ABOVE THE GROUND ON THE NORTHEAST SIDE OF STATE HIGHWAY 154, 25 DZ0283'FEET NORTHEAT OF A 4 STRAND B.W. FENCE, 65 FEET NORTHEAST OF THE DZ0283'CENTER LINE OF STATE HIGHWAY 154, 49 FEET NORTHEAST OF THE DZ0283'NORTHEAST END (INLET) OF AN 18 INCH PIPE CULVERT, 143.5 FEET DZ0283'SOUTHEAST OF A 19 INCH DIAMETER WHITE OAK TREE, 131 FEET DZ0283'NORTHWEST OF A STUNTED 14 INCH DIAMETER WHITE OAK TREE, 2 FEET DZ0283'SOUTHWEST OF A WITNESS POST WITH A PADDLE MARKED U.S.B.M., AND DZ0283'1.3 FEET LOWER THAN THE HIGHWAY. (RT. STA. 81+50 PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0267 *********************************************************************** DZ0267 DESIGNATION - L 659 RESET 1969 DZ0267 PID - DZ0267 DZ0267 STATE/COUNTY- CA/SANTA BARBARA DZ0267 USGS QUAD - LOS OLIVOS (1982) DZ0267 DZ0267 *CURRENT SURVEY CONTROL DZ0267 ___________________________________________________________________ DZ0267* NAD 83(1986)- 34 37 30. (N) 120 04 22. (W) SCALED DZ0267* NAVD 88 - 200.80 (+/-2cm) 658.8 (feet) VERTCON DZ0267 ___________________________________________________________________ DZ0267 GEOID HEIGHT- -35.35 (meters) GEOID99 DZ0267 DZ0267 VERT ORDER - THIRD (See Below) DZ0267 DZ0267.The horizontal coordinates were scaled from a topographic map and have DZ0267.an estimated accuracy of +/- 6 seconds. DZ0267 DZ0267.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0267.The vertical order pertains to the superseded datum. DZ0267 DZ0267.The geoid height was determined by GEOID99. DZ0267 DZ0267; North East Units Estimated Accuracy DZ0267;SPC CA 5 - 626,750. 1,809,950. MT (+/- 180 meters Scaled) DZ0267 DZ0267 SUPERSEDED SURVEY CONTROL DZ0267 DZ0267 NGVD 29 - 200.00 (m) 656.2 (f) RESET 3 DZ0267 DZ0267.Superseded values are not recommended for survey control. DZ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0267.See file dsdata.txt to determine how the superseded data were derived. DZ0267 DZ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD683353(NAD 83) DZ0267_MARKER: DD = SURVEY DISK DZ0267_SETTING: 30 = CULVERT DZ0267_STAMPING: L 659 RESET 1969 DZ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0267 DZ0267 HISTORY - Date Condition Report By DZ0267 HISTORY - 1969 MONUMENTED CADH DZ0267 HISTORY - 1970 GOOD DZ0267 DZ0267 STATION DESCRIPTION DZ0267 DZ0267'DESCRIBED 1970 DZ0267'3.7 MI SE FROM LOS OLIVOS. DZ0267'3.7 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0267'154, FROM THE LOS OLIVOS ELEMENTARY SCHOOL AT LOS OLIVOS, SET IN DZ0267'A 7 INCH DIAMETER CONCRETE POST 0.2 FOOT ABOVE THE GROUND ON THE DZ0267'NORTHEAST SIDE OF STATE HIGHWAY 154, 20.5 FEET NORTHEAST OF A 4 DZ0267'STRAND B.W. FENCE, 61 FEET NORTHEAST OF AND 1.3 FEET HIGHER THAN DZ0267'THE CENTERLINE OF STATE HIGHWAY 154, 110 FEET SOUTHEAST OF THE DZ0267'NORTHEAST END (INLET) OF AN 18 INCH PIPE CULVERT, AND 2 FEET DZ0267'SOUTHWEST OF A WITNESS POST WITH A PADDLE MARKED U.S.B.M. (RT. DZ0267'STA. 191+75 PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0151 *********************************************************************** DZ0151 DESIGNATION - M 65 RESET 1936 DZ0151 PID - DZ0151 DZ0151 STATE/COUNTY- CA/SANTA BARBARA DZ0151 USGS QUAD - SANTA MARIA (1982) DZ0151 DZ0151 *CURRENT SURVEY CONTROL DZ0151 ___________________________________________________________________ DZ0151* NAD 83(1986)- 34 58 53. (N) 120 26 04. (W) SCALED DZ0151* NAVD 88 - 66.29 (+/-2cm) 217.5 (feet) VERTCON DZ0151 ___________________________________________________________________ DZ0151 GEOID HEIGHT- -35.18 (meters) GEOID99 DZ0151 DZ0151 VERT ORDER - THIRD (See Below) DZ0151 DZ0151.The horizontal coordinates were scaled from a topographic map and have DZ0151.an estimated accuracy of +/- 6 seconds. DZ0151 DZ0151.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0151.The vertical order pertains to the superseded datum. DZ0151 DZ0151.The geoid height was determined by GEOID99. DZ0151 DZ0151; North East Units Estimated Accuracy DZ0151;SPC CA 5 - 667,020. 1,777,750. MT (+/- 180 meters Scaled) DZ0151 DZ0151 SUPERSEDED SURVEY CONTROL DZ0151 DZ0151 NGVD 29 - 65.47 (m) 214.8 (f) RESET 3 DZ0151 DZ0151.Superseded values are not recommended for survey control. DZ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0151.See file dsdata.txt to determine how the superseded data were derived. DZ0151 DZ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD341739(NAD 83) DZ0151_MARKER: DB = BENCH MARK DISK DZ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0151_STAMPING: M 65 RESET 1936 DZ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0151+STABILITY: SURFACE MOTION DZ0151 DZ0151 HISTORY - Date Condition Report By DZ0151 HISTORY - 1936 MONUMENTED CADH DZ0151 HISTORY - 1956 MARK NOT FOUND NGS DZ0151 DZ0151 STATION DESCRIPTION DZ0151 DZ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 DZ0151'1.4 MI N FROM SANTA MARIA. DZ0151'1.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM SANTA MARIA, SANTA DZ0151'BARBARA COUNTY, 0.5 MILE NORTH OF THE NORTH CITY LIMITS, AT DZ0151'SURVEY STATION 628 + 52, AND 47 FEET EAST OF THE CENTERLINE OF DZ0151'THE PAVEMENT. A STANDARD DISK, STAMPED M 65 RESET 1936 AND SET DZ0151'IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW3798 *********************************************************************** EW3798 DESIGNATION - M 657 RESET 1972 EW3798 PID - EW3798 EW3798 STATE/COUNTY- CA/SANTA BARBARA EW3798 USGS QUAD - GOLETA (1988) EW3798 EW3798 *CURRENT SURVEY CONTROL EW3798 ___________________________________________________________________ EW3798* NAD 83(1986)- 34 27 51. (N) 119 52 28. (W) SCALED EW3798* NAVD 88 - 71.83 (+/-2cm) 235.7 (feet) VERTCON EW3798 ___________________________________________________________________ EW3798 GEOID HEIGHT- -35.54 (meters) GEOID99 EW3798 EW3798 VERT ORDER - THIRD (See Below) EW3798 EW3798.The horizontal coordinates were scaled from a topographic map and have EW3798.an estimated accuracy of +/- 6 seconds. EW3798 EW3798.The NAVD 88 height was computed by applying the VERTCON shift value to EW3798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW3798.The vertical order pertains to the superseded datum. EW3798 EW3798.The geoid height was determined by GEOID99. EW3798 EW3798; North East Units Estimated Accuracy EW3798;SPC CA 5 - 608,560. 1,827,800. MT (+/- 180 meters Scaled) EW3798 EW3798 SUPERSEDED SURVEY CONTROL EW3798 EW3798 NGVD 29 - 71.04 (m) 233.1 (f) RESET 3 EW3798 EW3798.Superseded values are not recommended for survey control. EW3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3798.See file dsdata.txt to determine how the superseded data were derived. EW3798 EW3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU359173(NAD 83) EW3798_MARKER: DB = BENCH MARK DISK EW3798_SETTING: 0 = UNSPECIFIED SETTING EW3798_STAMPING: M 657 RESET 1972 EW3798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW3798 EW3798 HISTORY - Date Condition Report By EW3798 HISTORY - 1972 MONUMENTED NGS EW3798 EW3798 STATION DESCRIPTION EW3798 EW3798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EW3798'2.5 MI NW FROM GOLETA. EW3798'2 MILES WEST ALONG U.S. HIGHWAY 101 FROM GOLETA TO A HIGHWAY EW3798'INTERCHANGE, THENCE 2.2 MILES NORTH ON GLEN ANNIE ROAD, THENCE EW3798'RIGHT, SOUTHEAST AND SOUTH, ON A BLADED ROAD ALONG THE WEST EW3798'SIDE OF A CREEK FOR 0.2 MILE TO A Y-FORK, THENCE 0.15 MILE EW3798'ALONG THE RIGHT FORK TO A GATE, THENCE THROUGH THE GATE, ACROSS EW3798'THE CREEK BOTTOM AND EAST ON THE BLADED ROAD UPHILL FOR 0.10 MILE EW3798'TO A Y-FORK, THENCE 0.1 MILE UPHILL ALONG THE RIGHT FORK TO THE EW3798'BENCH MARK ON THE LEFT, NORTH, SIDE OF THE ROAD. THE BENCH MARK EW3798'DISK IS CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF A LARGE EW3798'BOULDER THAT MEASURES 5-1/2 FEET LONG BY 3-1/2 FEET WIDE AND IS EW3798'FLUSH WITH THE GROUND ON THE SOUTH SIDE. IT IS 100 FEET EAST OF EW3798'A GATE IN AN EAST-WEST FENCE, 44.5 FEET NORTH OF AND ABOUT EW3798'8-1/2 FEET LOWER THAN THE CENTER OF THE GOLETA WATER DISTRICT EW3798'RESERVOIR ROAD, 8.0 FEET WEST OF A LARGE OAK TREE THAT LEANS EW3798'SHARPLY UPHILL AND 5.0 FEET EAST OF A METAL WITNESS POST WITH EW3798'SIGN ATTACHED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0122 *********************************************************************** DZ0122 DESIGNATION - M 739 RESET 1965 DZ0122 PID - DZ0122 DZ0122 STATE/COUNTY- CA/SANTA BARBARA DZ0122 USGS QUAD - SANTA MARIA (1982) DZ0122 DZ0122 *CURRENT SURVEY CONTROL DZ0122 ___________________________________________________________________ DZ0122* NAD 83(1986)- 34 53 54. (N) 120 26 59. (W) SCALED DZ0122* NAVD 88 - 75.24 (+/-2cm) 246.8 (feet) VERTCON DZ0122 ___________________________________________________________________ DZ0122 GEOID HEIGHT- -35.54 (meters) GEOID99 DZ0122 DZ0122 VERT ORDER - THIRD (See Below) DZ0122 DZ0122.This mark is at Santa Maria Pub/capt G Allan Hancock Fld Airport (SMX) DZ0122 DZ0122.The horizontal coordinates were scaled from a topographic map and have DZ0122.an estimated accuracy of +/- 6 seconds. DZ0122 DZ0122.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0122.The vertical order pertains to the superseded datum. DZ0122 DZ0122.The geoid height was determined by GEOID99. DZ0122 DZ0122; North East Units Estimated Accuracy DZ0122;SPC CA 5 - 657,840. 1,776,130. MT (+/- 180 meters Scaled) DZ0122 DZ0122 SUPERSEDED SURVEY CONTROL DZ0122 DZ0122 NGVD 29 - 74.44 (m) 244.2 (f) RESET 3 DZ0122 DZ0122.Superseded values are not recommended for survey control. DZ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0122.See file dsdata.txt to determine how the superseded data were derived. DZ0122 DZ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330647(NAD 83) DZ0122_MARKER: DB = BENCH MARK DISK DZ0122_SETTING: 30 = CABLE VAULT DZ0122_STAMPING: M 739 1945 RESET 1965 DZ0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0122 DZ0122 HISTORY - Date Condition Report By DZ0122 HISTORY - 1965 MONUMENTED LEGER DZ0122 HISTORY - 1980 GOOD LOCSUR DZ0122 DZ0122 STATION DESCRIPTION DZ0122 DZ0122'DESCRIBED BY LEGER SURVEYS INCORPORATED 1965 DZ0122'AT SANTA MARIA. DZ0122'AT THE SANTA MARIA PUBLIC AIRPORT, 739 FEET SOUTH OF THE DZ0122'SOUTHEAST CORNER OF THE LARGE HANGAR AND ADMINISTRATION DZ0122'BUILDING, IN THE SOUTHEAST CORNER OF A CONCRETE CABLE VAULT. DZ0122 DZ0122 STATION RECOVERY (1980) DZ0122 DZ0122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 DZ0122'THE MARK IS LOCATED ON THE SANATA MARIA PUBLIC AIRPORT, APPROXIMATELY DZ0122'100 FEET SOUTH OF THE NOTHEAST OF TAXIWAY PARALLELING RUNWAY 12-30, DZ0122'ABOUT 100 FEET SOUTH OF THE AIRPORT CONTROL TOWER AND ABOUT 50 FEET DZ0122'NORTHWEST OF THE NORTHWEST EDGE OF NORTHERLY TAXIWAY TO TERMINAL RAMP DZ0122'AND THE MARK IS SET IN THE SOUTHERLY CORNER OF CONCRETE STRUCTURE DZ0122'CONTAINING MANHOLE AND PROJECTING ABOUT 2 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ1802 *********************************************************************** DZ1802 DESIGNATION - N 528 RESET DZ1802 PID - DZ1802 DZ1802 STATE/COUNTY- CA/SANTA BARBARA DZ1802 USGS QUAD - SISQUOC (1974) DZ1802 DZ1802 *CURRENT SURVEY CONTROL DZ1802 ___________________________________________________________________ DZ1802* NAD 83(1986)- 34 45 15. (N) 120 22 01. (W) SCALED DZ1802* NAVD 88 - 123.60 (+/-2cm) 405.5 (feet) VERTCON DZ1802 ___________________________________________________________________ DZ1802 GEOID HEIGHT- -35.67 (meters) GEOID99 DZ1802 DZ1802 VERT ORDER - THIRD (See Below) DZ1802 DZ1802.The horizontal coordinates were scaled from a topographic map and have DZ1802.an estimated accuracy of +/- 6 seconds. DZ1802 DZ1802.The NAVD 88 height was computed by applying the VERTCON shift value to DZ1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ1802.The vertical order pertains to the superseded datum. DZ1802 DZ1802.The geoid height was determined by GEOID99. DZ1802 DZ1802; North East Units Estimated Accuracy DZ1802;SPC CA 5 - 641,670. 1,783,320. MT (+/- 180 meters Scaled) DZ1802 DZ1802 SUPERSEDED SURVEY CONTROL DZ1802 DZ1802 NGVD 29 - 122.80 (m) 402.9 (f) RESET 3 DZ1802 DZ1802.Superseded values are not recommended for survey control. DZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1802.See file dsdata.txt to determine how the superseded data were derived. DZ1802 DZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD410489(NAD 83) DZ1802_MARKER: DV = VERTICAL CONTROL DISK DZ1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1802_STAMPING: N 528 RESET 1985 DZ1802_MARK LOGO: NGS DZ1802_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ1802 DZ1802 HISTORY - Date Condition Report By DZ1802 HISTORY - 1985 MONUMENTED CADT DZ1802 DZ1802 STATION DESCRIPTION DZ1802 DZ1802'DESCRIBED BY CALTRANS 1985 DZ1802'5.39 MILES (8.67 KM) WEST ALONG HIGHWAY 135 FROM THE POST OFFICE IN DZ1802'LOS ALAMOS, AT MILE POST 582, AT THE T INTERSECTION OF THE HIGHWAY DZ1802'AND BATCHELDER ROAD. 24.5 FEET (7.5 M) SOUTH OF THE HIGHWAY DZ1802'CENTERLINE, 24.5 FEET (7.5 M) EAST OF THE CENTERLINE OF THE ROAD DZ1802'BEHIND SOME MAIL BOXES, 3.6 FEET (1.1 M) SOUTH OF A PHONE POLE, 2.4 DZ1802'FEET (0.7 M) WEST OF A 2 FOOT (0.6 M) 2 INCH SQUARE MASONRY FENCE DZ1802'CORNER POST, ABOUT LEVEL WITH THE GROUND SURFACE AND 0.5 FEET (15.2 DZ1802'CM) HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0286 *********************************************************************** DZ0286 DESIGNATION - N 659 RESET 1969 DZ0286 PID - DZ0286 DZ0286 STATE/COUNTY- CA/SANTA BARBARA DZ0286 USGS QUAD - SANTA YNEZ (1978) DZ0286 DZ0286 *CURRENT SURVEY CONTROL DZ0286 ___________________________________________________________________ DZ0286* NAD 83(1986)- 34 37 06. (N) 120 03 50. (W) SCALED DZ0286* NAVD 88 - 205.56 (+/-2cm) 674.4 (feet) VERTCON DZ0286 ___________________________________________________________________ DZ0286 GEOID HEIGHT- -35.35 (meters) GEOID99 DZ0286 DZ0286 VERT ORDER - THIRD (See Below) DZ0286 DZ0286.The horizontal coordinates were scaled from a topographic map and have DZ0286.an estimated accuracy of +/- 6 seconds. DZ0286 DZ0286.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0286.The vertical order pertains to the superseded datum. DZ0286 DZ0286.The geoid height was determined by GEOID99. DZ0286 DZ0286; North East Units Estimated Accuracy DZ0286;SPC CA 5 - 625,990. 1,810,750. MT (+/- 180 meters Scaled) DZ0286 DZ0286 SUPERSEDED SURVEY CONTROL DZ0286 DZ0286 NGVD 29 - 204.77 (m) 671.8 (f) RESET 3 DZ0286 DZ0286.Superseded values are not recommended for survey control. DZ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0286.See file dsdata.txt to determine how the superseded data were derived. DZ0286 DZ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD692346(NAD 83) DZ0286_MARKER: DB = BENCH MARK DISK DZ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0286_STAMPING: N 659 RESET 1970 DZ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0286+STABILITY: SURFACE MOTION DZ0286 DZ0286 HISTORY - Date Condition Report By DZ0286 HISTORY - 1970 MONUMENTED CADH DZ0286 DZ0286 STATION DESCRIPTION DZ0286 DZ0286'DESCRIBED BY CA DIV OF HIGHWAYS 1970 DZ0286'4.4 MI SE FROM LOS OLIVOS. DZ0286'4.4 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0286'154, FROM THE LOS OLIVOS ELEMENTARY SCHOOL AT LOS OLIVOS, SET IN DZ0286'A 7 INCH DIAMETER CONCRETE POST 0.3 FOOT ABOVE THE GROUND ON THE DZ0286'NORTHEAST SIDE OF AND 2 FEET LOWER THAN STATE HIGHWAY 154, 16 DZ0286'FEET NORTHEAST OF A 4 STRAND B.W. FENCE, 55 FEET NORTHEAST OF THE DZ0286'CENTER LINE OF STATE HIGHWAY 154, 40 FEET NORTHEAST OF THE DZ0286'NORTHEAST END (INLET) OF AN 18 INCH PIPE CULVERT, AND 2 FEET DZ0286'SOUTHWEST OF A WITNESS POST WITH A PADDLE MARKED U.S.B.M. DZ0286'(RT. STA. 156 PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0272 *********************************************************************** DZ0272 DESIGNATION - P 659 RESET 1969 DZ0272 PID - DZ0272 DZ0272 STATE/COUNTY- CA/SANTA BARBARA DZ0272 USGS QUAD - LOS OLIVOS (1982) DZ0272 DZ0272 *CURRENT SURVEY CONTROL DZ0272 ___________________________________________________________________ DZ0272* NAD 83(1986)- 34 38 58. (N) 120 05 38. (W) SCALED DZ0272* NAVD 88 - 234.09 (+/-2cm) 768.0 (feet) VERTCON DZ0272 ___________________________________________________________________ DZ0272 GEOID HEIGHT- -35.33 (meters) GEOID99 DZ0272 DZ0272 VERT ORDER - THIRD (See Below) DZ0272 DZ0272.The horizontal coordinates were scaled from a topographic map and have DZ0272.an estimated accuracy of +/- 6 seconds. DZ0272 DZ0272.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0272.The vertical order pertains to the superseded datum. DZ0272 DZ0272.The geoid height was determined by GEOID99. DZ0272 DZ0272; North East Units Estimated Accuracy DZ0272;SPC CA 5 - 629,500. 1,808,070. MT (+/- 180 meters Scaled) DZ0272 DZ0272 SUPERSEDED SURVEY CONTROL DZ0272 DZ0272 NGVD 29 - 233.29 (m) 765.4 (f) RESET 3 DZ0272 DZ0272.Superseded values are not recommended for survey control. DZ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0272.See file dsdata.txt to determine how the superseded data were derived. DZ0272 DZ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD663380(NAD 83) DZ0272_MARKER: DB = BENCH MARK DISK DZ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0272_STAMPING: P 659 RESET 1969 DZ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0272+STABILITY: SURFACE MOTION DZ0272 DZ0272 HISTORY - Date Condition Report By DZ0272 HISTORY - 1969 MONUMENTED CADH DZ0272 HISTORY - 1970 GOOD DZ0272 HISTORY - 1974 GOOD CA-083 DZ0272 DZ0272 STATION DESCRIPTION DZ0272 DZ0272'DESCRIBED 1970 DZ0272'1.6 MI SE FROM LOS OLIVOS. DZ0272'1.55 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0272'154, FROM LOS OLIVOS ELEMENTARY SCHOOL TO THE INTERSECTION WITH DZ0272'ROBLAR AVENUE, THENCE NORTHEAST ALONG ROBLAR AVENUE 300 FEET, SET DZ0272'IN A 7 INCH DIAMETER CONCRETE POST ON THE SOUTHEAST SIDE OF DZ0272'ROBLAR AVENUE, 0.4 FOOT ABOVE THE GROUND, 32 FEET SOUTHEAST OF DZ0272'AND LEVEL WITH THE CENTER LINE OF ROBLAR AVENUE, 100 FEET DZ0272'NORTHEAST OF TELEPHONE POLE S23962, 118 FT. SOUTHWEST OF DZ0272'TELEPHONE POLE S6087Y, BOTH POLES BEING ON THE SOUTHEAST SIDE OF DZ0272'ROBLAR AVENUE, 110 FEET NORTHEAST OF A PAIR OF LIVE OAK TREES DZ0272'(48 IN. PLUS OR MINUS DIAM.) ON THE NORTHWEST SIDE OF ROBLAR DZ0272'AVENUE, 2 FEET NORTHWEST OF A 4.2 FEET HIGH WHITE RAIL FENCE DZ0272'AND 1.8 FEET SOUTHWEST OF A WITNESS POST WITH A PADDLE MARKED DZ0272'U.S.B.M. (RT. STA. 301 PLUS OR MINUS). DZ0272 DZ0272 STATION RECOVERY (1974) DZ0272 DZ0272'RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1974 DZ0272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0168 *********************************************************************** DZ0168 DESIGNATION - Q 528 RESET 1975 DZ0168 PID - DZ0168 DZ0168 STATE/COUNTY- CA/SANTA BARBARA DZ0168 USGS QUAD - ORCUTT (1978) DZ0168 DZ0168 *CURRENT SURVEY CONTROL DZ0168 ___________________________________________________________________ DZ0168* NAD 83(1986)- 34 45 44. (N) 120 24 57. (W) SCALED DZ0168* NAVD 88 - 103.63 (+/-2cm) 340.0 (feet) VERTCON DZ0168 ___________________________________________________________________ DZ0168 GEOID HEIGHT- -35.73 (meters) GEOID99 DZ0168 DZ0168 VERT ORDER - THIRD (See Below) DZ0168 DZ0168.The horizontal coordinates were scaled from a topographic map and have DZ0168.an estimated accuracy of +/- 6 seconds. DZ0168 DZ0168.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0168.The vertical order pertains to the superseded datum. DZ0168 DZ0168.The geoid height was determined by GEOID99. DZ0168 DZ0168; North East Units Estimated Accuracy DZ0168;SPC CA 5 - 642,670. 1,778,870. MT (+/- 180 meters Scaled) DZ0168 DZ0168 SUPERSEDED SURVEY CONTROL DZ0168 DZ0168 NGVD 29 - 102.83 (m) 337.4 (f) RESET 3 DZ0168 DZ0168.Superseded values are not recommended for survey control. DZ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0168.See file dsdata.txt to determine how the superseded data were derived. DZ0168 DZ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD365497(NAD 83) DZ0168_MARKER: DB = BENCH MARK DISK DZ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0168_STAMPING: Q 528 RESET 1975 DZ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0168+STABILITY: SURFACE MOTION DZ0168 DZ0168 HISTORY - Date Condition Report By DZ0168 HISTORY - 1975 MONUMENTED CADT DZ0168 DZ0168 STATION DESCRIPTION DZ0168 DZ0168'DESCRIBED BY CALTRANS 1975 DZ0168'0.6 MI W FROM LOS ALAMOS. DZ0168'0.6 MILE WEST ALONG OLD U.S. HIGHWAY 101 FROM THE POST OFFICE DZ0168'AT LOS ALAMOS, THENCE 7.8 MILES WEST ALONG STATE HIGHWAY 135, DZ0168'68 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET DZ0168'SOUTHWEST OF THE BARBED WIRE FENCE, 66 FEET NORTHWEST OF THE DZ0168'NORTHWESTERLY CORNER OF A CONCRETE HEADWALL, SET IN A CONCRETE DZ0168'POST PROJECTING 0.3 FEET ABOVE THE GROUND AT THE CUT/FILL LINE DZ0168'AND 1.5 FEET BELOW THE ELEVATION OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ0207 *********************************************************************** DZ0207 DESIGNATION - Q 659 RESET 1969 DZ0207 PID - DZ0207 DZ0207 STATE/COUNTY- CA/SANTA BARBARA DZ0207 USGS QUAD - ZACA CREEK (1959) DZ0207 DZ0207 *CURRENT SURVEY CONTROL DZ0207 ___________________________________________________________________ DZ0207* NAD 83(1986)- 34 40 26. (N) 120 07 46. (W) SCALED DZ0207* NAVD 88 - 267.57 (+/-2cm) 877.9 (feet) VERTCON DZ0207 ___________________________________________________________________ DZ0207 GEOID HEIGHT- -35.35 (meters) GEOID99 DZ0207 DZ0207 VERT ORDER - THIRD (See Below) DZ0207 DZ0207.The horizontal coordinates were scaled from a topographic map and have DZ0207.an estimated accuracy of +/- 6 seconds. DZ0207 DZ0207.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0207.The vertical order pertains to the superseded datum. DZ0207 DZ0207.The geoid height was determined by GEOID99. DZ0207 DZ0207; North East Units Estimated Accuracy DZ0207;SPC CA 5 - 632,280. 1,804,870. MT (+/- 180 meters Scaled) DZ0207 DZ0207 SUPERSEDED SURVEY CONTROL DZ0207 DZ0207 NGVD 29 - 266.77 (m) 875.2 (f) RESET 3 DZ0207 DZ0207.Superseded values are not recommended for survey control. DZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0207.See file dsdata.txt to determine how the superseded data were derived. DZ0207 DZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD630406(NAD 83) DZ0207_MARKER: DB = BENCH MARK DISK DZ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0207_STAMPING: Q 659 RESET 1969 DZ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0207+STABILITY: SURFACE MOTION DZ0207 DZ0207 HISTORY - Date Condition Report By DZ0207 HISTORY - 1969 MONUMENTED CADH DZ0207 HISTORY - 1970 GOOD DZ0207 DZ0207 STATION DESCRIPTION DZ0207 DZ0207'DESCRIBED 1970 DZ0207'1.2 MI NW FROM LOS OLIVOS. DZ0207'1.25 MILES NORTHWEST ALONG SAN MARCOS PASS ROAD, STATE HIGHWAY DZ0207'154, FROM LOS OLIVOS ELEMENTARY SCHOOL, SET IN A 7 IN DIAMETER DZ0207'CONCRETE POST 0.3 FOOT ABOVE THE GROUND ON THE SOUTHWEST SIDE OF DZ0207'STATE HIGHWAY 154, 258 FEET NORTHEAST OF A 21 INCH DIAMETER DZ0207'WHITE OAK TREE, 205 FEET SOUTHWEST OF A PAIR OF WHITE OAK TREES DZ0207'(18 IN AND 21 IN DIAMETER) GROWING APPROXIMATELY 10 FEET APART, DZ0207'85 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 154, 2 DZ0207'FEET NORTHEAST OF A WITNESS POST WITH A PADDLE MARKED U.S.B.M. DZ0207'AND APPROXIMATELY 2 FEET LOWER THAN THE HIGHWAY. (LT. STA. DZ0207'449 PLUS OR MINUS). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DZ1803 *********************************************************************** DZ1803 DESIGNATION - R 530 RESET DZ1803 PID - DZ1803 DZ1803 STATE/COUNTY- CA/SANTA BARBARA DZ1803 USGS QUAD - ORCUTT (1978) DZ1803 DZ1803 *CURRENT SURVEY CONTROL DZ1803 ___________________________________________________________________ DZ1803* NAD 83(1986)- 34 52 17. (N) 120 27 59. (W) SCALED DZ1803* NAVD 88 - 71.19 (+/-2cm) 233.6 (feet) VERTCON DZ1803 ___________________________________________________________________ DZ1803 GEOID HEIGHT- -35.62 (meters) GEOID99 DZ1803 DZ1803 VERT ORDER - THIRD (See Below) DZ1803 DZ1803.The horizontal coordinates were scaled from a topographic map and have DZ1803.an estimated accuracy of +/- 6 seconds. DZ1803 DZ1803.The NAVD 88 height was computed by applying the VERTCON shift value to DZ1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ1803.The vertical order pertains to the superseded datum. DZ1803 DZ1803.The geoid height was determined by GEOID99. DZ1803 DZ1803; North East Units Estimated Accuracy DZ1803;SPC CA 5 - 654,890. 1,774,540. MT (+/- 180 meters Scaled) DZ1803 DZ1803 SUPERSEDED SURVEY CONTROL DZ1803 DZ1803 NGVD 29 - 70.39 (m) 230.9 (f) RESET 3 DZ1803 DZ1803.Superseded values are not recommended for survey control. DZ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1803.See file dsdata.txt to determine how the superseded data were derived. DZ1803 DZ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD315617(NAD 83) DZ1803_MARKER: DV = VERTICAL CONTROL DISK DZ1803_SETTING: 35 = BRIDGE DECK DZ1803_STAMPING: R 530 RESET 1989 DZ1803_MARK LOGO: NGS DZ1803_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1803+STABILITY: SURFACE MOTION DZ1803 DZ1803 HISTORY - Date Condition Report By DZ1803 HISTORY - 1989 MONUMENTED CA-083 DZ1803 DZ1803 STATION DESCRIPTION DZ1803 DZ1803'DESCRIBED BY SANTA BARBARA COUNTY CALIFORNIA 1989 DZ1803'NORTHEASTERLY ALONG CENTERLINE OF SOLOMON ROAD FROM HIGHWAY 1 DZ1803'INTERSECTION, AT THE SOUTHWESTERLY CORNER OF SOLOMON CREEK BRIDGE DZ1803'51C-181. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9726 *********************************************************************** AA9726 DESIGNATION - T 1215 RESET AA9726 PID - AA9726 AA9726 STATE/COUNTY- CA/SANTA BARBARA AA9726 USGS QUAD - SANTA MARIA (1982) AA9726 AA9726 *CURRENT SURVEY CONTROL AA9726 ___________________________________________________________________ AA9726* NAD 83(1986)- 34 57 16. (N) 120 29 20. (W) SCALED AA9726* NAVD 88 - 52.37 (+/-2cm) 171.8 (feet) VERTCON AA9726 ___________________________________________________________________ AA9726 GEOID HEIGHT- -35.42 (meters) GEOID99 AA9726 AA9726 VERT ORDER - THIRD (See Below) AA9726 AA9726.The horizontal coordinates were scaled from a topographic map and have AA9726.an estimated accuracy of +/- 6 seconds. AA9726 AA9726.The NAVD 88 height was computed by applying the VERTCON shift value to AA9726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9726.The vertical order pertains to the superseded datum. AA9726 AA9726.The geoid height was determined by GEOID99. AA9726 AA9726; North East Units Estimated Accuracy AA9726;SPC CA 5 - 664,150. 1,772,710. MT (+/- 180 meters Scaled) AA9726 AA9726 SUPERSEDED SURVEY CONTROL AA9726 AA9726 NGVD 29 - 51.56 (m) 169.2 (f) RESET 3 AA9726 AA9726.Superseded values are not recommended for survey control. AA9726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9726.See file dsdata.txt to determine how the superseded data were derived. AA9726 AA9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD292708(NAD 83) AA9726_MARKER: DD = SURVEY DISK AA9726_SETTING: 32 = CULVERT HEADWALL AA9726_STAMPING: T 1215 RESET 1994 AA9726_MARK LOGO: USGS AA9726_MAGNETIC: N = NO MAGNETIC MATERIAL AA9726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9726+STABILITY: SURFACE MOTION AA9726 AA9726 HISTORY - Date Condition Report By AA9726 HISTORY - 1994 MONUMENTED CADT AA9726 AA9726 STATION DESCRIPTION AA9726 AA9726'DESCRIBED BY CALTRANS 1994 (GAS) AA9726'2.1 MILES (3.4 KM) WEST FROM SANTA MARIA, ALONG STATE HIGHWAY 166 FROM AA9726'THE JUNCTION OF BLOSSER ROAD IN SANTA MARIA, AT THE SOUTHWEST CORNER AA9726'OF THE JUNCTION OF BLACK ROAD, 52 FEET (15.8 M) SOUTH OF THE AA9726'CENTERLINE OF THE HIGHWAY, 29 FEET (8.8 M) EAST OF THE CENTERLINE OF AA9726'THE ROAD, IN THE EAST END OF HEADWALL OF A PIPE CULVERT UNDER THE AA9726'ROAD, 1.0 FEET (0.3 M) NORTH OF THE SOUTH END OF THE HEADWALL, ABOUT AA9726'LEVEL WITH THE HIGHWAY. 52.0 FEET (15.8 M) SOUTH OF THE CENTERLINE OF AA9726'HIGHWAY 166, 29.0 FEET (8.8 M) EAST OF CENTERLINE OF BLACK ROAD, 7.0 AA9726'FEET (2.1 M) EAST OF EAST EDGE OF PAVEMENT OF BLACK ROAD, 52.0 FEET AA9726'(15.8 M) NORTH OF A JOINT POLE NUMBER S 147Z8Y, AND 62.0 FEET (18.9 M) AA9726'NORTH OF TELEPHONE PEDESTAL BOX. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW6641 *********************************************************************** EW6641 DESIGNATION - W 657 RESET 1975 EW6641 PID - EW6641 EW6641 STATE/COUNTY- CA/SANTA BARBARA EW6641 USGS QUAD - GOLETA (1988) EW6641 EW6641 *CURRENT SURVEY CONTROL EW6641 ___________________________________________________________________ EW6641* NAD 83(1986)- 34 27 05. (N) 119 47 32. (W) SCALED EW6641* NAVD 88 - 46.03 (+/-2cm) 151.0 (feet) VERTCON EW6641 ___________________________________________________________________ EW6641 GEOID HEIGHT- -35.50 (meters) GEOID99 EW6641 EW6641 VERT ORDER - THIRD (See Below) EW6641 EW6641.The horizontal coordinates were scaled from a topographic map and have EW6641.an estimated accuracy of +/- 6 seconds. EW6641 EW6641.The NAVD 88 height was computed by applying the VERTCON shift value to EW6641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW6641.The vertical order pertains to the superseded datum. EW6641 EW6641.The geoid height was determined by GEOID99. EW6641 EW6641; North East Units Estimated Accuracy EW6641;SPC CA 5 - 607,000. 1,835,330. MT (+/- 180 meters Scaled) EW6641 EW6641 SUPERSEDED SURVEY CONTROL EW6641 EW6641 NGVD 29 - 45.25 (m) 148.5 (f) RESET 3 EW6641 EW6641.Superseded values are not recommended for survey control. EW6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6641.See file dsdata.txt to determine how the superseded data were derived. EW6641 EW6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU434157(NAD 83) EW6641_MARKER: DB = BENCH MARK DISK EW6641_SETTING: 30 = CURB EW6641_STAMPING: W 657 RESET 1975 EW6641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW6641 EW6641 HISTORY - Date Condition Report By EW6641 HISTORY - 1975 MONUMENTED NGS EW6641 EW6641 STATION DESCRIPTION EW6641 EW6641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 EW6641'2.5 MI NE FROM GOLETA. EW6641'0.7 MILE EAST ALONG CATHEDRAL OAKS ROAD FROM THE SOUTHERN PACIFIC EW6641'COMPANY RAILWAY STATION AT GOLETA, THENCE 0.9 MILE NORTH ALONG EW6641'PATTERSON ROAD, THENCE 0.9 MILE NORTHEAST ALONG CATHEDRAL OAKS EW6641'ROAD, AT THE SOUTHWEST CORNER OF THE T-JUNCTION OF CATHEDRAL EW6641'OAK ROAD AND VALA DRIVE, CEMENTED IN A DRILL HOLE FLUSH WITH EW6641'THE TOP OF THE WEST CONCRETE CURB OF VALA DRIVE. IT IS 98.0 FEET EW6641'SOUTH OF THE CENTER OF THE ROAD, 18.0 FEET WEST OF THE CENTER EW6641'OF THE DRIVE AND 4.0 FEET SOUTHEAST OF CONCRETE AND GRANITE EW6641'STREET LIGHT POLE NUMBER 1915209E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9571 *********************************************************************** EW9571 DESIGNATION - Y 1042 RESET EW9571 PID - EW9571 EW9571 STATE/COUNTY- CA/SANTA BARBARA EW9571 USGS QUAD - SANTA BARBARA (1988) EW9571 EW9571 *CURRENT SURVEY CONTROL EW9571 ___________________________________________________________________ EW9571* NAD 83(1986)- 34 25 36. (N) 119 43 40. (W) SCALED EW9571* NAVD 88 - 42.55 (meters) 139.6 (feet) RESET EW9571 ___________________________________________________________________ EW9571 GEOID HEIGHT- -35.57 (meters) GEOID99 EW9571 EW9571 VERT ORDER - THIRD EW9571 EW9571.The horizontal coordinates were scaled from a topographic map and have EW9571.an estimated accuracy of +/- 6 seconds. EW9571 EW9571.The orthometric height was computed from unverified reset data. EW9571.No vertical observational check was made to the station. EW9571 EW9571.The geoid height was determined by GEOID99. EW9571 EW9571; North East Units Estimated Accuracy EW9571;SPC CA 5 - 604,160. 1,841,200. MT (+/- 180 meters Scaled) EW9571 EW9571 SUPERSEDED SURVEY CONTROL EW9571 EW9571 NGVD 29 - 41.74 (m) 136.9 (f) RESET 3 EW9571 EW9571.Superseded values are not recommended for survey control. EW9571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9571.See file dsdata.txt to determine how the superseded data were derived. EW9571 EW9571_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU493128(NAD 83) EW9571_MARKER: DV = VERTICAL CONTROL DISK EW9571_SETTING: 31 = BRIDGE RAIL EW9571_STAMPING: Y 1042 RESET 1992 EW9571_MARK LOGO: NGS EW9571_MAGNETIC: N = NO MAGNETIC MATERIAL EW9571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW9571 EW9571 HISTORY - Date Condition Report By EW9571 HISTORY - 1992 MONUMENTED CADT EW9571 EW9571 STATION DESCRIPTION EW9571 EW9571'DESCRIBED BY CALTRANS 1992 EW9571'2.5 MILES (4.0 KM) NORTHWEST ALONG SOUTHERN PACIFIC RAILROAD FROM THE EW9571'STATION IN SANTA BARBARA TO THE JUNIPERO STREET PEDESTRIAN OVERPASS, EW9571'SET ON EASTERLY END OF THE PEDESTRIAN CROSSING ON BRIDGE RAIL 3.2 EW9571'FEET (1.0 M) ABOVE GROUND AND 25 FEET (7.6 M) WESTERLY OF CENTERLINE EW9571'OF CALLE REAL, 174 FEET (53.0 M) NORTHERLY OF THE NORTH TRACK EW9571'SOUTHERN PACIFIC RAILROAD, 63 FEET (19.2 M) NORTHERLY OF CENTERLINE EW9571'OF US 101. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9283 *********************************************************************** AC9283 DESIGNATION - Y 1216 RESET AC9283 PID - AC9283 AC9283 STATE/COUNTY- CA/SANTA BARBARA AC9283 USGS QUAD - WHITE LEDGE PEAK (1988) AC9283 AC9283 *CURRENT SURVEY CONTROL AC9283 ___________________________________________________________________ AC9283* NAD 83(1986)- 34 22 36. (N) 119 28 47. (W) SCALED AC9283* NAVD 88 - 32.01 (meters) 105.0 (feet) RESET AC9283 ___________________________________________________________________ AC9283 GEOID HEIGHT- -35.58 (meters) GEOID99 AC9283 AC9283 VERT ORDER - THIRD AC9283 AC9283.The horizontal coordinates were scaled from a topographic map and have AC9283.an estimated accuracy of +/- 6 seconds. AC9283 AC9283.The orthometric height was computed from unverified reset data. AC9283 AC9283.The geoid height was determined by GEOID99. AC9283 AC9283; North East Units Estimated Accuracy AC9283;SPC CA 5 - 598,250. 1,863,920. MT (+/- 180 meters Scaled) AC9283 AC9283 SUPERSEDED SURVEY CONTROL AC9283 AC9283.No superseded survey control is available for this station. AC9283 AC9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU719067(NAD 83) AC9283_MARKER: DV = VERTICAL CONTROL DISK AC9283_SETTING: 37 = BRIDGE WINGWALL AC9283_STAMPING: Y 1216 RESET 1996 AC9283_MARK LOGO: NGS AC9283_MAGNETIC: N = NO MAGNETIC MATERIAL AC9283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9283 AC9283 HISTORY - Date Condition Report By AC9283 HISTORY - 1996 MONUMENTED LOCSUR AC9283 AC9283 STATION DESCRIPTION AC9283 AC9283'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 AC9283'0.85 MILE (1.37 KM) SOUTHEAST OF MILEPOST 383, SET IN SOUTHWEST AC9283'WINGWALL OF THE WAVE OVERHEAD STATE HIGHWAY 101 BRIDGE OVER RAILROAD AC9283'FLUSH WITH BRIDGE RAILBASE ON SOUTHWEST WINGWALL, 17.70 FEET (5.39 M) AC9283'SOUTHEAST FROM SOUTHERLY EXPANSION SEAM SOUTH BOUND 101 OF WAVE AC9283'OVERHEAD, 2.50 FEET (0.76 M) NORTHWEST FROM SOUTHWESTLY END OF BRIDGE AC9283'RAIL BASE, 0.30 FEET (9.14 CM) EAST OF WESTERLY EDGE OF BRIDGE RAIL AC9283'BASE, 8.15 FEET (2.48 M) SOUTHWEST EDGE OF TRAVELED WAY.