1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3788 *********************************************************************** EW3788 DESIGNATION - E 1215 EW3788 PID - EW3788 EW3788 STATE/COUNTY- CA/SANTA BARBARA EW3788 USGS QUAD - GOLETA (1988) EW3788 EW3788 *CURRENT SURVEY CONTROL EW3788 ___________________________________________________________________ EW3788* NAD 83(1986)- 34 26 13. (N) 119 51 02. (W) SCALED EW3788* NAVD 88 - 10.942 (meters) 35.90 (feet) ADJUSTED EW3788 ___________________________________________________________________ EW3788 GEOID HEIGHT- -35.77 (meters) GEOID99 EW3788 DYNAMIC HT - 10.931 (meters) 35.86 (feet) COMP EW3788 MODELED GRAV- 979,635.9 (mgal) NAVD 88 EW3788 EW3788 VERT ORDER - FIRST CLASS I EW3788 EW3788.The horizontal coordinates were scaled from a topographic map and have EW3788.an estimated accuracy of +/- 6 seconds. EW3788 EW3788.The orthometric height was determined by differential leveling EW3788.and adjusted by the National Geodetic Survey in June 1991. EW3788 EW3788.The geoid height was determined by GEOID99. EW3788 EW3788.The dynamic height is computed by dividing the NAVD 88 EW3788.geopotential number by the normal gravity value computed on the EW3788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3788.degrees latitude (g = 980.6199 gals.). EW3788 EW3788.The modeled gravity was interpolated from observed gravity values. EW3788 EW3788; North East Units Estimated Accuracy EW3788;SPC CA 5 - 605,500. 1,829,940. MT (+/- 180 meters Scaled) EW3788 EW3788 SUPERSEDED SURVEY CONTROL EW3788 EW3788 NGVD 29 (??/??/92) 10.157 (m) 33.32 (f) ADJ UNCH 1 1 EW3788 EW3788.Superseded values are not recommended for survey control. EW3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3788.See file dsdata.txt to determine how the superseded data were derived. EW3788 EW3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU380142(NAD 83) EW3788_MARKER: DB = BENCH MARK DISK EW3788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EW3788_STAMPING: E 1215 1970 EW3788_MARK LOGO: CGS EW3788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW3788+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1989 EW3788 EW3788 HISTORY - Date Condition Report By EW3788 HISTORY - 1970 MONUMENTED NGS EW3788 HISTORY - 1971 GOOD NGS EW3788 HISTORY - 1977 GOOD NGS EW3788 HISTORY - 19890309 GOOD NGS EW3788 HISTORY - 20030825 MARK NOT FOUND JOHFRA EW3788 EW3788 STATION DESCRIPTION EW3788 EW3788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EW3788'1.8 MI W FROM GOLETA. EW3788'1.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION EW3788'AT GOLETA, 0.1 MILE EAST OF LOS GANEROS ROAD OVERPASS, 34.5 FEET EW3788'SOUTH OF THE SOUTH RAIL, 58 FEET SOUTH-SOUTHWEST AND ACROSS THE EW3788'TRACK FROM MILE POLE 361, 1 FOOT SOUTH OF THE THIRD POLE EAST OF EW3788'THE OVERPASS, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER EW3788'THAN THE TRACK, A DISK ON A 5/8-INCH COPPER COATED ROD DRIVEN TO EW3788'GRADUAL REFUSAL AT A DEPTH OF 24 FEET. THE UPPER PORTION OF THE ROD EW3788'IS ENCASED IN A CONCRETE POST WHICH PROJECTS 0.4 FOOT. EW3788 EW3788 STATION RECOVERY (1977) EW3788 EW3788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW3788'RECOVERED IN GOOD CONDITION. EW3788 EW3788 STATION RECOVERY (1989) EW3788 EW3788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3788'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. EW3788'CHANGE--FROM THE STATION AT GOLETA, TO FROM THE JUNCTION OF KELLOGG EW3788'AVENUE IN GOLETA. CHANGE--1.3 FEET NORTH OF A WITNESS POST, TO 0.3 M EW3788'(1.0 FT) WEST OF A WITNESS POST, AND PROJECTS 0.4 FOOT, TO 0.1 M EW3788'(0.3 FT) BELOW THE GROUND SURFACE. EW3788 EW3788 STATION RECOVERY (2003) EW3788 EW3788'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3788'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3791 *********************************************************************** EW3791 DESIGNATION - E 64 RESET EW3791 PID - EW3791 EW3791 STATE/COUNTY- CA/SANTA BARBARA EW3791 USGS QUAD - DOS PUEBLOS CANYON (1988) EW3791 EW3791 *CURRENT SURVEY CONTROL EW3791 ___________________________________________________________________ EW3791* NAD 83(1986)- 34 25 56. (N) 119 52 39. (W) SCALED EW3791* NAVD 88 - 19.145 (meters) 62.81 (feet) ADJUSTED EW3791 ___________________________________________________________________ EW3791 GEOID HEIGHT- -35.86 (meters) GEOID99 EW3791 DYNAMIC HT - 19.126 (meters) 62.75 (feet) COMP EW3791 MODELED GRAV- 979,629.9 (mgal) NAVD 88 EW3791 EW3791 VERT ORDER - FIRST CLASS I EW3791 EW3791.The horizontal coordinates were scaled from a topographic map and have EW3791.an estimated accuracy of +/- 6 seconds. EW3791 EW3791.The orthometric height was determined by differential leveling EW3791.and adjusted by the National Geodetic Survey in June 1991. EW3791.WARNING-Repeat measurements at this control monument indicate possible EW3791.vertical movement. EW3791 EW3791.The geoid height was determined by GEOID99. EW3791 EW3791.The dynamic height is computed by dividing the NAVD 88 EW3791.geopotential number by the normal gravity value computed on the EW3791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3791.degrees latitude (g = 980.6199 gals.). EW3791 EW3791.The modeled gravity was interpolated from observed gravity values. EW3791 EW3791; North East Units Estimated Accuracy EW3791;SPC CA 5 - 605,020. 1,827,450. MT (+/- 180 meters Scaled) EW3791 EW3791 SUPERSEDED SURVEY CONTROL EW3791 EW3791 NGVD 29 (??/??/??) 18.38 (m) 60.3 (f) RESET 3 EW3791 EW3791.Superseded values are not recommended for survey control. EW3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3791.See file dsdata.txt to determine how the superseded data were derived. EW3791 EW3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU355138(NAD 83) EW3791_MARKER: DB = BENCH MARK DISK EW3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW3791_STAMPING: E 64 1927 RESET 1954 EW3791_MARK LOGO: CGS EW3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW3791+STABILITY: SURFACE MOTION EW3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW3791+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1989 EW3791 EW3791 HISTORY - Date Condition Report By EW3791 HISTORY - 1954 MONUMENTED CGS EW3791 HISTORY - 1973 GOOD NGS EW3791 HISTORY - 1977 GOOD NGS EW3791 HISTORY - 19890309 GOOD NGS EW3791 HISTORY - 20030825 POOR JOHFRA EW3791 EW3791 STATION DESCRIPTION EW3791 EW3791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EW3791'3.4 MI W FROM GOLETA. EW3791'3.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION EW3791'AT GOLETA, AT THE NORTH END OF A ROW OF 58 FEET HIGH EVERGREEN TREES, EW3791'8.8 FEET WEST OF A 12-IN. X 2.5-FT. HIGH OLD TELEPHONE POLE WHICH EW3791'IS BEING USED AS A FENCE CORNER, 4.0 FEET LOWER THAN THE TRACK, EW3791'70.0 FEET EAST OF TELEPHONE POLE WITH NO NUMBER, 200 FEET WEST OF EW3791'A CLUMP OF EUCALYPTUS TREES, 0.9 FOOT SOUTH OF A WITNESS POST, AND EW3791'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE EW3791'GROUND. EW3791 EW3791 STATION RECOVERY (1977) EW3791 EW3791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW3791'3.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION EW3791'AT GOLETA, AT THE NORTH END OF A ROW OF TREES, 0.30 MILE EAST OF EW3791'SEMAPHORE NUMBER 3591, 46.4 FT. SOUTH OF THE SOUTH RAIL, 69 FT. EAST EW3791'OF A TELEGRAPH POLE, 12 FT. WEST OF THE EAST END OF A FENCE. EW3791 EW3791 STATION RECOVERY (1989) EW3791 EW3791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3791'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. EW3791'CHANGE--FROM THE STATION AT GOLETA, TO FROM THE JUNCTION OF KELLOGG EW3791'AVENUE IN GOLETA. ADD--ABOUT 300.0 FT N OF THE NORTHEAST CORNER OF EW3791'THE NORTH BUILDING AT 7200 HOLLISTER AVENUE. EW3791 EW3791 STATION RECOVERY (2003) EW3791 EW3791'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3791'CONCRETE POST IS LEANING SLIGHTLY TO THE SOUTH. HANDHELD GPS POSITION EW3791'= N34-25-55.3 W119-52-42.7 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3833 *********************************************************************** EW3833 DESIGNATION - G 657 EW3833 PID - EW3833 EW3833 STATE/COUNTY- CA/SANTA BARBARA EW3833 USGS QUAD - DOS PUEBLOS CANYON (1988) EW3833 EW3833 *CURRENT SURVEY CONTROL EW3833 ___________________________________________________________________ EW3833* NAD 83(1986)- 34 25 54. (N) 119 53 30. (W) SCALED EW3833* NAVD 88 - 31.694 (meters) 103.98 (feet) ADJUSTED EW3833 ___________________________________________________________________ EW3833 GEOID HEIGHT- -35.88 (meters) GEOID99 EW3833 DYNAMIC HT - 31.662 (meters) 103.88 (feet) COMP EW3833 MODELED GRAV- 979,624.1 (mgal) NAVD 88 EW3833 OBS GRAVITY - 979,624.1 (mgal) GRAV_OBS EW3833 EW3833 VERT ORDER - FIRST CLASS I EW3833 EW3833.The horizontal coordinates were scaled from a topographic map and have EW3833.an estimated accuracy of +/- 6 seconds. EW3833 EW3833.The orthometric height was determined by differential leveling EW3833.and adjusted by the National Geodetic Survey in June 1991. EW3833.WARNING-Repeat measurements at this control monument indicate possible EW3833.vertical movement. EW3833 EW3833.The geoid height was determined by GEOID99. EW3833 EW3833.The dynamic height is computed by dividing the NAVD 88 EW3833.geopotential number by the normal gravity value computed on the EW3833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3833.degrees latitude (g = 980.6199 gals.). EW3833 EW3833.The modeled gravity was interpolated from observed gravity values. EW3833.The observed gravity was obtained from relative gravimeter ties EW3833.to the IGSN71 gravity network. EW3833 EW3833; North East Units Estimated Accuracy EW3833;SPC CA 5 - 604,980. 1,826,150. MT (+/- 180 meters Scaled) EW3833 EW3833 SUPERSEDED SURVEY CONTROL EW3833 EW3833 NGVD 29 (??/??/92) 30.901 (m) 101.38 (f) ADJ UNCH 1 1 EW3833 EW3833.Superseded values are not recommended for survey control. EW3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3833.See file dsdata.txt to determine how the superseded data were derived. EW3833 EW3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU342138(NAD 83) EW3833_MARKER: DB = BENCH MARK DISK EW3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW3833_STAMPING: G 657 1948 EW3833_MARK LOGO: CGS EW3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW3833+STABILITY: SURFACE MOTION EW3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW3833+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW3833 EW3833 HISTORY - Date Condition Report By EW3833 HISTORY - 1948 MONUMENTED CGS EW3833 HISTORY - 1960 GOOD NGS EW3833 HISTORY - 1973 GOOD NGS EW3833 HISTORY - 1977 GOOD NGS EW3833 HISTORY - 19890316 GOOD NGS EW3833 HISTORY - 20030825 GOOD JOHFRA EW3833 EW3833 STATION DESCRIPTION EW3833 EW3833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EW3833'4.2 MI W FROM GOLETA. EW3833'4.2 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION EW3833'AT GOLETA, 0.4 MILE WEST OF THE CROSSING OF ELLWOOD STATION ROAD, EW3833'0.1 MILE EAST OF SEMAPHORE 3585, AT THE CROSSING OF A PRIVATE ROAD, EW3833'NEAR THE WEST END OF A SIDE TRACK, 34.7 FEET SOUTH OF THE SOUTH EW3833'RAIL OF THE MAIN TRACK, 18 FEET EAST OF TE CENTER LINE OF THE ROAD, EW3833'14 FEET NORTH-NORTHEAST OF THE EAST END OF A GATE, 12.4 FEET NORTH EW3833'OF A FENCE, 4.4 FEET WEST OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A EW3833'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A EW3833'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. EW3833 EW3833 STATION RECOVERY (1973) EW3833 EW3833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EW3833'RECOVERED IN GOOD CONDITION. EW3833 EW3833 STATION RECOVERY (1977) EW3833 EW3833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW3833'RECOVERED IN GOOD CONDITION. EW3833 EW3833 STATION RECOVERY (1989) EW3833 EW3833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3833'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 6.8 KM EW3833'(4.25 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW3833'JUNCTION OF KELLOGG AVENUE IN GOLETA, 0.2 KM (0.10 MI) EAST OF EW3833'SEMAPHORE NUMBER 3585, 29.0 M (95.1 FT) EAST OF THE NORTHEAST CORNER EW3833'OF BUILDING NUMBER B 32 AT THE HUGHES SANTA BARBARA RESEARCH CENTER, EW3833'10.6 M (34.8 FT) SOUTH OF THE NEAR RAIL, 4.5 M (14.8 FT) NORTH OF A EW3833'RETAINING WALL, 1.5 M (4.9 FT) WEST OF A UTILITY POLE, 0.3 M (1.0 FT) EW3833'EAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, EW3833'AND IN A CONCRETE POST THAT IS 0.2 M (0.7 FT) BELOW THE GROUND EW3833'SURFACE. EW3833 EW3833 STATION RECOVERY (2003) EW3833 EW3833'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3833'HANDHELD GPS POSITION = N34-25-54.0 W119-53-30.4 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3793 *********************************************************************** EW3793 DESIGNATION - H 657 RESET EW3793 PID - EW3793 EW3793 STATE/COUNTY- CA/SANTA BARBARA EW3793 USGS QUAD - GOLETA (1988) EW3793 EW3793 *CURRENT SURVEY CONTROL EW3793 ___________________________________________________________________ EW3793* NAD 83(1986)- 34 26 32. (N) 119 52 28. (W) SCALED EW3793* NAVD 88 - 28.708 (meters) 94.19 (feet) ADJUSTED EW3793 ___________________________________________________________________ EW3793 GEOID HEIGHT- -35.76 (meters) GEOID99 EW3793 DYNAMIC HT - 28.679 (meters) 94.09 (feet) COMP EW3793 MODELED GRAV- 979,633.9 (mgal) NAVD 88 EW3793 EW3793 VERT ORDER - FIRST CLASS I EW3793 EW3793.The horizontal coordinates were scaled from a topographic map and have EW3793.an estimated accuracy of +/- 6 seconds. EW3793 EW3793.The orthometric height was determined by differential leveling EW3793.and adjusted by the National Geodetic Survey in June 1991. EW3793 EW3793.The geoid height was determined by GEOID99. EW3793 EW3793.The dynamic height is computed by dividing the NAVD 88 EW3793.geopotential number by the normal gravity value computed on the EW3793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3793.degrees latitude (g = 980.6199 gals.). EW3793 EW3793.The modeled gravity was interpolated from observed gravity values. EW3793 EW3793; North East Units Estimated Accuracy EW3793;SPC CA 5 - 606,120. 1,827,750. MT (+/- 180 meters Scaled) EW3793 EW3793 SUPERSEDED SURVEY CONTROL EW3793 EW3793 NGVD 29 (??/??/??) 27.71 (m) 90.9 (f) RESET 3 EW3793 EW3793.Superseded values are not recommended for survey control. EW3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3793.See file dsdata.txt to determine how the superseded data were derived. EW3793 EW3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU358149(NAD 83) EW3793_MARKER: DB = BENCH MARK DISK EW3793_SETTING: 32 = HEADWALL EW3793_STAMPING: H 657 1948 RESET 1955 EW3793_MARK LOGO: CGS EW3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW3793+STABILITY: SURFACE MOTION EW3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW3793+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW3793 EW3793 HISTORY - Date Condition Report By EW3793 HISTORY - 1955 MONUMENTED CADT EW3793 HISTORY - 1970 GOOD NGS EW3793 HISTORY - 1973 GOOD NGS EW3793 HISTORY - 1976 GOOD USGS EW3793 HISTORY - 19890309 GOOD NGS EW3793 HISTORY - 20030825 GOOD JOHFRA EW3793 EW3793 STATION DESCRIPTION EW3793 EW3793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 EW3793'3.6 MI W FROM GOLETA. EW3793'2.95 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW3793'STATION AT GOLETA, THENCE 0.6 MILE NORTH ALONG GLEN ANNIE ROAD, EW3793'0.05 MILE NORTH OF THE JUNCTION OF CATHEDRAL OAKS ROAD, AT THE EW3793'JUNCTION OF AN ASPHALT DRIVE EAST AND A POWER LINE CROSSING, EW3793'17 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF EW3793'THE CENTER LINE OF THE DRIVE, IN THE TOP AND 11.6 FEET NORTH EW3793'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 36-INCH PIPE EW3793'CULVERT, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. EW3793 EW3793 STATION RECOVERY (1973) EW3793 EW3793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EW3793'RECOVERED IN GOOD CONDITION. EW3793 EW3793 STATION RECOVERY (1976) EW3793 EW3793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 EW3793'RECOVERED IN GOOD CONDITION. EW3793 EW3793 STATION RECOVERY (1989) EW3793 EW3793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3793'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. EW3793'CHANGE--FROM THE STATION AT GOLETA, TO FROM THE JUNCTION OF KELLOGG EW3793'AVENUE IN GOLETA. DELETE--58.9 FEET SOUTHEAST OF POLE 13817Y. EW3793'CHANGE--24.5 FEET, TO 4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE EW3793'ROAD. EW3793 EW3793 STATION RECOVERY (2003) EW3793 EW3793'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3793'FOUND AS DESCRIBED IN 1989 RECOVERY NOTE. HANDHELD GPS POSITION = EW3793'N34-26-30.9 W119-52-28.9. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ1805 *********************************************************************** DZ1805 DESIGNATION - HPGN D CA 05 AP DZ1805 PID - DZ1805 DZ1805 STATE/COUNTY- CA/SANTA BARBARA DZ1805 USGS QUAD - GAVIOTA (1982) DZ1805 DZ1805 *CURRENT SURVEY CONTROL DZ1805 ___________________________________________________________________ DZ1805* NAD 83(1992)- 34 28 23.25566(N) 120 13 21.86103(W) ADJUSTED DZ1805* NAVD 88 - 45.33 (meters) 148.7 (feet) LEVELING DZ1805 ___________________________________________________________________ DZ1805 EPOCH DATE - 1991.35 DZ1805 X - -2,649,570.979 (meters) COMP DZ1805 Y - -4,548,265.749 (meters) COMP DZ1805 Z - 3,589,840.016 (meters) COMP DZ1805 LAPLACE CORR- 1.31 (seconds) DEFLEC99 DZ1805 ELLIP HEIGHT- 9.32 (meters) (06/24/96) GPS OBS DZ1805 GEOID HEIGHT- -36.03 (meters) GEOID99 DZ1805 DZ1805 HORZ ORDER - FIRST DZ1805 VERT ORDER - THIRD ? DZ1805 ELLP ORDER - FOURTH CLASS I DZ1805 DZ1805.The horizontal coordinates were established by GPS observations DZ1805.and adjusted by the National Geodetic Survey in June 1996. DZ1805.The horizontal coordinates are valid at the epoch date displayed above. DZ1805.The epoch date for horizontal control is a decimal equivalence DZ1805.of Year/Month/Day. DZ1805 DZ1805.The orthometric height was determined by differential leveling. DZ1805.The vertical network tie was performed by a horz. field party for horz. DZ1805.obs reductions. Reset procedures were used to establish the elevation. DZ1805 DZ1805.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1805 DZ1805.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1805 DZ1805.The ellipsoidal height was determined by GPS observations DZ1805.and is referenced to NAD 83. DZ1805 DZ1805.The geoid height was determined by GEOID99. DZ1805 DZ1805; North East Units Scale Converg. DZ1805;SPC CA 5 - 610,201.231 1,795,828.347 MT 0.99993382 -1 16 01.2 DZ1805;SPC CA 5 - 2,001,968.54 5,891,813.50 sFT 0.99993382 -1 16 01.2 DZ1805;UTM 10 - 3,818,118.190 755,079.515 MT 1.00040208 +1 34 22.2 DZ1805 DZ1805 SUPERSEDED SURVEY CONTROL DZ1805 DZ1805 NAD 83(1992)- 34 28 23.25570(N) 120 13 21.86101(W) AD(1991.35) 1 DZ1805 ELLIP H (08/05/94) 9.32 (m) GP(1991.35) 4 2 DZ1805 DZ1805.Superseded values are not recommended for survey control. DZ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1805.See file dsdata.txt to determine how the superseded data were derived. DZ1805 DZ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5508018118(NAD 83) DZ1805_MARKER: DD = SURVEY DISK DZ1805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DZ1805_STAMPING: CA-HPGN-D STA. 05-AP SB 101 PM 45.85 1993 DZ1805_MARK LOGO: CADT DZ1805_PROJECTION: RECESSED 3 CENTIMETERS DZ1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DZ1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1805+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 DZ1805_ROD/PIPE-DEPTH: 4.9 meters DZ1805 DZ1805 HISTORY - Date Condition Report By DZ1805 HISTORY - 1993 MONUMENTED CADT DZ1805 HISTORY - 20030827 GOOD CADPR DZ1805 DZ1805 STATION DESCRIPTION DZ1805 DZ1805'DESCRIBED BY CALTRANS 1993 DZ1805'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 101 AT DZ1805'GAVIOTA STATE PARK, ABOUT 32 MI (51.5 KM) WEST OF THE CITY OF SANTA DZ1805'BARBARA AND ABOUT 10 MI (16.1 KM) SOUTH OF THE CITY OF BUELLTON. DZ1805'$ DZ1805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE DZ1805'HIGHWAY 246 IN THE CITY OF BUELLTON, GO SOUTH ON U.S. HIGHWAY 101 FOR DZ1805'8.35 MI (13.44 KM) TO THE JUNCTION WITH STATE HIGHWAY 1. CONTINUE DZ1805'SOUTH ON U.S. HIGHWAY 101 FOR 2.5 MI (4.0 KM) TO THE EXIT FOR GAVIOTA DZ1805'STATE PARK ON THE RIGHT. CONTINUE SOUTH ON U.S. HIGHWAY 101 FOR 0.51 DZ1805'MI (0.82 KM) TO THE STATION ON THE RIGHT AT POST MILE 45.85. A DIRT DZ1805'SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. DZ1805'$ DZ1805'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET DZ1805'IN CONCRETE FLUSH WITH THE GROUND, 50 FT (15.2 M) NORTHEAST OF DZ1805'TELEPHONE POLE NO. GT115767, 43 FT (13.1 M) NORTH OF A BARBED WIRE DZ1805'R/W FENCE, 24.5 FT (7.5 M) SOUTH OF THE CENTERLINE OF THE SOUTH BOUND DZ1805'LANES OF U.S. HIGHWAY 101, 13 FT (4.0 M) EAST ALONG THE HIGHWAY FROM DZ1805'THE EAST END OF THE CONCRETE MEDIAN BARRIER, 2.2 FT (0.7 M) NORTH OF DZ1805'A CARSONITE WITNESS POST, AND ABOUT 2 FT (0.6 M) LOWER THAN THE DZ1805'HIGHWAY. DZ1805'$ DZ1805'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1805'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DZ1805'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DZ1805'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DZ1805'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DZ1805'SAN LUIS OBISPO AT (805) 549-3152. DZ1805 DZ1805 STATION RECOVERY (2003) DZ1805 DZ1805'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ1805'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ1806 *********************************************************************** DZ1806 DESIGNATION - HPGN D CA 05 AQ DZ1806 PID - DZ1806 DZ1806 STATE/COUNTY- CA/SANTA BARBARA DZ1806 USGS QUAD - TAJIGUAS (1982) DZ1806 DZ1806 *CURRENT SURVEY CONTROL DZ1806 ___________________________________________________________________ DZ1806* NAD 83(1992)- 34 27 48.11458(N) 120 03 54.00830(W) ADJUSTED DZ1806* NAVD 88 - 26.45 (meters) 86.8 (feet) LEVELING DZ1806 ___________________________________________________________________ DZ1806 EPOCH DATE - 1991.35 DZ1806 X - -2,637,338.718 (meters) COMP DZ1806 Y - -4,556,059.835 (meters) COMP DZ1806 Z - 3,588,936.655 (meters) COMP DZ1806 LAPLACE CORR- 2.17 (seconds) DEFLEC99 DZ1806 ELLIP HEIGHT- -9.45 (meters) (06/24/96) GPS OBS DZ1806 GEOID HEIGHT- -35.93 (meters) GEOID99 DZ1806 DZ1806 HORZ ORDER - FIRST DZ1806 VERT ORDER - THIRD ? DZ1806 ELLP ORDER - FOURTH CLASS I DZ1806 DZ1806.The horizontal coordinates were established by GPS observations DZ1806.and adjusted by the National Geodetic Survey in June 1996. DZ1806.The horizontal coordinates are valid at the epoch date displayed above. DZ1806.The epoch date for horizontal control is a decimal equivalence DZ1806.of Year/Month/Day. DZ1806 DZ1806.The orthometric height was determined by differential leveling. DZ1806.The vertical network tie was performed by a horz. field party for horz. DZ1806.obs reductions. Reset procedures were used to establish the elevation. DZ1806 DZ1806.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1806 DZ1806.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1806 DZ1806.The ellipsoidal height was determined by GPS observations DZ1806.and is referenced to NAD 83. DZ1806 DZ1806.The geoid height was determined by GEOID99. DZ1806 DZ1806; North East Units Scale Converg. DZ1806;SPC CA 5 - 608,809.658 1,810,293.046 MT 0.99993466 -1 10 37.5 DZ1806;SPC CA 5 - 1,997,403.02 5,939,269.77 sFT 0.99993466 -1 10 37.5 DZ1806;UTM 10 - 3,817,444.505 769,602.856 MT 1.00049603 +1 39 42.7 DZ1806;UTM 11 - 3,817,798.785 218,451.149 MT 1.00057720 -1 44 08.0 DZ1806 DZ1806 SUPERSEDED SURVEY CONTROL DZ1806 DZ1806 NAD 83(1992)- 34 27 48.11455(N) 120 03 54.00825(W) AD(1991.35) 1 DZ1806 ELLIP H (08/05/94) -9.46 (m) GP(1991.35) 4 2 DZ1806 DZ1806.Superseded values are not recommended for survey control. DZ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1806.See file dsdata.txt to determine how the superseded data were derived. DZ1806 DZ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD6960317445(NAD 83) DZ1806_MARKER: DD = SURVEY DISK DZ1806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DZ1806_STAMPING: CA-HPGN-D STA. 05-AQ SB 101 PM 36.40 1993 DZ1806_MARK LOGO: CADT DZ1806_PROJECTION: RECESSED 3 CENTIMETERS DZ1806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DZ1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1806+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 DZ1806_ROD/PIPE-DEPTH: 3.7 meters DZ1806 DZ1806 HISTORY - Date Condition Report By DZ1806 HISTORY - 1993 MONUMENTED CADT DZ1806 HISTORY - 20030827 GOOD CADPR DZ1806 DZ1806 STATION DESCRIPTION DZ1806 DZ1806'DESCRIBED BY CALTRANS 1993 DZ1806'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 101 AT DZ1806'REFUGIO STATE BEACH, ABOUT 22 MILES (35.4 KM) WEST OF THE CITY OF DZ1806'SANTA BARBARA. DZ1806'$ DZ1806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE DZ1806'HIGHWAY 246 IN THE CITY OF BUELLTON, GO SOUTH ON U.S. HIGHWAY 101 FOR DZ1806'8.35 MI (13.44 KM) TO THE JUNCTION WITH STATE HIGHWAY 1. CONTINUE DZ1806'SOUTH ON U.S. HIGHWAY 101 FOR 12.1 MI (19.5 KM) TO THE REFUGIO DZ1806'UNDERCROSSING AND THE OFF RAMP FOR REFUGIO STATE BEACH. TAKE THE OFF DZ1806'RAMP AND GO SOUTHEAST AND THEN SOUTH ON THE OFF RAMP FOR 0.25 MI DZ1806'(0.40 KM) TO THE CONVERGENCE OF THE OFF RAMP WITH THE ON RAMP TO DZ1806'SOUTH BOUND STATE HIGHWAY 101 AND THE STATION ON THE LEFT, ON THE DZ1806'SOUTHEAST SIDE OF THE ON RAMP. A GRAVEL SHOULDER ADJACENT TO THE DZ1806'STATION PROVIDES ADEQUATE PARKING. DZ1806'$ DZ1806'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET DZ1806'IN CONCRETE FLUSH WITH THE GROUND, 164 FT (50.0 M) EAST OF THE WEST DZ1806'END OF A METAL GUARD BEAM, 60 FT (18.3 M) SOUTHWEST OF THE EAST END DZ1806'OF SAME METAL GUARD BEAM, 39.5 FT (12.0 M) NORTH OF AN ANGLE POINT IN DZ1806'A 6 FT (1.8 M) CHAIN LINK R/W FENCE, 35 FT (10.7 M) SOUTH OF THE DZ1806'CENTERLINE OF THE SOUTH BOUND ON/OFF RAMPS TO U.S. HIGHWAY 101, 3 FT DZ1806'(0.9 M) SOUTH OF THE METAL GUARD BEAM, 2.3 FT (0.7 M) NORTH OF A DZ1806'CARSONITE WITNESS POST, AND ABOUT 2 FT (0.6 M) HIGHER THAN THE DZ1806'CENTERLINE OF THE RAMPS. DZ1806'$ DZ1806'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1806'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DZ1806'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DZ1806'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DZ1806'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DZ1806'SAN LUIS OBISPO AT (805) 549-3152. DZ1806 DZ1806 STATION RECOVERY (2003) DZ1806 DZ1806'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ1806'STATION IS LOCATED IMMEDIATELY BEHIND THE GUARDRAIL ON YOUR RIGHT WHEN DZ1806'ENTERING THE FREEWAY ON THE SOUTHBOUND ON-RAMP PRIOR TO THE Y. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0837 *********************************************************************** DZ0837 DESIGNATION - N 1214 DZ0837 PID - DZ0837 DZ0837 STATE/COUNTY- CA/SANTA BARBARA DZ0837 USGS QUAD - TRANQUILLON MTN (1978) DZ0837 DZ0837 *CURRENT SURVEY CONTROL DZ0837 ___________________________________________________________________ DZ0837* NAD 83(1986)- 34 33 36. (N) 120 36 45. (W) SCALED DZ0837* NAVD 88 - 48.643 (meters) 159.59 (feet) ADJUSTED DZ0837 ___________________________________________________________________ DZ0837 GEOID HEIGHT- -36.19 (meters) GEOID99 DZ0837 DYNAMIC HT - 48.597 (meters) 159.44 (feet) COMP DZ0837 MODELED GRAV- 979,700.5 (mgal) NAVD 88 DZ0837 OBS GRAVITY - 979,704.9 (mgal) GRAV_OBS DZ0837 DZ0837 VERT ORDER - FIRST CLASS I DZ0837 DZ0837.The horizontal coordinates were scaled from a topographic map and have DZ0837.an estimated accuracy of +/- 6 seconds. DZ0837 DZ0837.The orthometric height was determined by differential leveling DZ0837.and adjusted by the National Geodetic Survey in June 1991. DZ0837 DZ0837.The geoid height was determined by GEOID99. DZ0837 DZ0837.The dynamic height is computed by dividing the NAVD 88 DZ0837.geopotential number by the normal gravity value computed on the DZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0837.degrees latitude (g = 980.6199 gals.). DZ0837 DZ0837.The modeled gravity was interpolated from observed gravity values. DZ0837.The observed gravity was obtained from relative gravimeter ties DZ0837.to the IGSN71 gravity network. DZ0837 DZ0837; North East Units Estimated Accuracy DZ0837;SPC CA 5 - 620,700. 1,760,280. MT (+/- 180 meters Scaled) DZ0837 DZ0837 SUPERSEDED SURVEY CONTROL DZ0837 DZ0837 NGVD 29 (??/??/92) 47.881 (m) 157.09 (f) ADJ UNCH 1 1 DZ0837 DZ0837.Superseded values are not recommended for survey control. DZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0837.See file dsdata.txt to determine how the superseded data were derived. DZ0837 DZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD190268(NAD 83) DZ0837_MARKER: DB = BENCH MARK DISK DZ0837_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) DZ0837_STAMPING: N 1214 1970 DZ0837_MARK LOGO: CGS DZ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0837+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003 DZ0837 DZ0837 HISTORY - Date Condition Report By DZ0837 HISTORY - 1970 MONUMENTED NGS DZ0837 HISTORY - 1977 GOOD NGS DZ0837 HISTORY - 19890404 GOOD NGS DZ0837 HISTORY - 20030828 GOOD JOHFRA DZ0837 DZ0837 STATION DESCRIPTION DZ0837 DZ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 DZ0837'10 MI S FROM SURF. DZ0837'10.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD DZ0837'FROM THE STATION AT SURF, 0.2 MILE WEST OF MILEPOLE 313, AT THE DZ0837'CROSSING OF AN ASPHALT ROAD TO PT. ARGUELLO, 40.5 FEET SOUTH DZ0837'OF THE SOUTH RAIL, 19 1/2 FEET EAST OF THE CENTER LINE OF THE DZ0837'ROAD, 57.0 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEAD DZ0837'WALL OF A CULVERT, 13 1/2 FEET EAST OF THE EAST END OF A STEEL DZ0837'GATE ACROSS THE ROAD, 1.0 FOOT SOUTH OF A TELEPHONE POLE, 7.5 DZ0837'FEET NORTH OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, A DISK DZ0837'ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL DZ0837'REFUSAL AT A DEPTH OF 32 FEET. THE UPPER PORTION OF THE ROD IS DZ0837'ENCASED IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. DZ0837 DZ0837 STATION RECOVERY (1977) DZ0837 DZ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0837'RECOVERED IN GOOD CONDITION. DZ0837 DZ0837 STATION RECOVERY (1989) DZ0837 DZ0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0837'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 40.6 KM DZ0837'(25.25 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE DZ0837'JUNCTION OF BLACK ROAD IN CASMALIA. DZ0837 DZ0837 STATION RECOVERY (2003) DZ0837 DZ0837'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) DZ0837'FOUND AS PREVIOUSLY DESCRIBED EXCEPT THAT THE POWER POLE HAS BEEN CUT DZ0837'OFF. HANDHELD GPS POSITION = N34-33-35.0 W120-36-43.3 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0040 *********************************************************************** DZ0040 DESIGNATION - N 761 DZ0040 PID - DZ0040 DZ0040 STATE/COUNTY- CA/SANTA BARBARA DZ0040 USGS QUAD - GAVIOTA (1982) DZ0040 DZ0040 *CURRENT SURVEY CONTROL DZ0040 ___________________________________________________________________ DZ0040* NAD 83(1986)- 34 28 16. (N) 120 12 54. (W) SCALED DZ0040* NAVD 88 - 30.476 (meters) 99.99 (feet) ADJUSTED DZ0040 ___________________________________________________________________ DZ0040 GEOID HEIGHT- -36.04 (meters) GEOID99 DZ0040 DYNAMIC HT - 30.446 (meters) 99.89 (feet) COMP DZ0040 MODELED GRAV- 979,665.6 (mgal) NAVD 88 DZ0040 DZ0040 VERT ORDER - FIRST CLASS I DZ0040 DZ0040.The horizontal coordinates were scaled from a topographic map and have DZ0040.an estimated accuracy of +/- 6 seconds. DZ0040 DZ0040.The orthometric height was determined by differential leveling DZ0040.and adjusted by the National Geodetic Survey in June 1991. DZ0040.WARNING-Repeat measurements at this control monument indicate possible DZ0040.vertical movement. DZ0040 DZ0040.The geoid height was determined by GEOID99. DZ0040 DZ0040.The dynamic height is computed by dividing the NAVD 88 DZ0040.geopotential number by the normal gravity value computed on the DZ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0040.degrees latitude (g = 980.6199 gals.). DZ0040 DZ0040.The modeled gravity was interpolated from observed gravity values. DZ0040 DZ0040; North East Units Estimated Accuracy DZ0040;SPC CA 5 - 609,960. 1,796,530. MT (+/- 180 meters Scaled) DZ0040 DZ0040 SUPERSEDED SURVEY CONTROL DZ0040 DZ0040 NGVD 29 (??/??/92) 29.707 (m) 97.46 (f) ADJ UNCH 1 1 DZ0040 DZ0040.Superseded values are not recommended for survey control. DZ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0040.See file dsdata.txt to determine how the superseded data were derived. DZ0040 DZ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD557179(NAD 83) DZ0040_MARKER: DB = BENCH MARK DISK DZ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0040_STAMPING: N 761 1948 DZ0040_MARK LOGO: CGS DZ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0040+STABILITY: SURFACE MOTION DZ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0040+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 DZ0040 DZ0040 HISTORY - Date Condition Report By DZ0040 HISTORY - 1948 MONUMENTED CGS DZ0040 HISTORY - 1970 GOOD NGS DZ0040 HISTORY - 1977 GOOD NGS DZ0040 HISTORY - 19890306 GOOD NGS DZ0040 HISTORY - 20030825 GOOD CADPR DZ0040 DZ0040 STATION DESCRIPTION DZ0040 DZ0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 DZ0040'AT GAVIOTA. DZ0040'ALONG THE SOUTHERN PACIFIC RAILROAD, AT GAVIOTA, 0.2 MILE EAST DZ0040'OF AN ELEVATED WATER TANK, 92.1 FEET SOUTH OF THE SOUTH RAIL, 100 DZ0040'FEET SOUTH-SOUTHWEST OF THE CENTER OF ASPHALT ROAD CROSSING 339.4, DZ0040'46 1/2 FEET WEST OF A TELEPHONE POLE, 66 FEET WEST OF A POWER POLE DZ0040'WITH METERS, 1.2 FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A DZ0040'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE DZ0040'POST PROJECTING 0.3 FOOT. DZ0040 DZ0040 STATION RECOVERY (1977) DZ0040 DZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0040'AT GAVIOTA, 0.15 MILE SOUTH ALONG GAVIOTA STATION ROAD FROM THE DZ0040'JUNCTION OF U.S. HIGHWAY 101, AT THE JUNCTION OF THE SOUTHERN PACIFIC DZ0040'RAILROAD, 100 FT. WEST OF THE EXTENDED CENTER LINE OF THE ROAD, 92.1 DZ0040'FT. SOUTH OF THE SOUTH RAIL, 66 FT. WEST OF A POWER LINE POLE, WITH DZ0040'METERS (JUNCTION POWER POLE), 135 FT. SOUTH-SOUTHWEST OF A CONCRETE DZ0040'COMMUNICATIONS STATION, 46.5 FT. WEST OF A TELEPHONE POLE. DZ0040 DZ0040 STATION RECOVERY (1989) DZ0040 DZ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0040'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--135 DZ0040'FT. SOUTH-SOUTHWEST OF A CONCRETE COMMUNICATIONS STATION. DZ0040 DZ0040 STATION RECOVERY (2003) DZ0040 DZ0040'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ0040'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ1378 *********************************************************************** DZ1378 DESIGNATION - ONOFRE 2 DZ1378 PID - DZ1378 DZ1378 STATE/COUNTY- CA/SANTA BARBARA DZ1378 USGS QUAD - GAVIOTA (1982) DZ1378 DZ1378 *CURRENT SURVEY CONTROL DZ1378 ___________________________________________________________________ DZ1378* NAD 83(1992)- 34 28 13.25812(N) 120 11 17.96296(W) ADJUSTED DZ1378* NAVD 88 - 24.2 (meters) 79. (feet) VERTCON DZ1378 ___________________________________________________________________ DZ1378 EPOCH DATE - 1991.35 DZ1378 LAPLACE CORR- 1.55 (seconds) DEFLEC99 DZ1378 GEOID HEIGHT- -36.02 (meters) GEOID99 DZ1378 DZ1378 HORZ ORDER - SECOND DZ1378 DZ1378.The horizontal coordinates were established by classical geodetic methods DZ1378.and adjusted by the National Geodetic Survey in June 1996. DZ1378.The horizontal coordinates are valid at the epoch date displayed above. DZ1378.The epoch date for horizontal control is a decimal equivalence DZ1378.of Year/Month/Day. DZ1378 DZ1378.The NAVD 88 height was computed by applying the VERTCON shift value to DZ1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ1378 DZ1378.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1378 DZ1378.The geoid height was determined by GEOID99. DZ1378 DZ1378; North East Units Scale Converg. DZ1378;SPC CA 5 - 609,823.893 1,798,982.462 MT 0.99993406 -1 14 50.5 DZ1378;SPC CA 5 - 2,000,730.56 5,902,161.63 sFT 0.99993406 -1 14 50.5 DZ1378;UTM 10 - 3,817,897.471 758,249.965 MT 1.00042214 +1 35 32.0 DZ1378 DZ1378: Primary Azimuth Mark Grid Az DZ1378:SPC CA 5 - STOW RESET 091 59 17.9 DZ1378:UTM 10 - STOW RESET 089 08 55.4 DZ1378 DZ1378|---------------------------------------------------------------------| DZ1378| PID Reference Object Distance Geod. Az | DZ1378| dddmmss.s | DZ1378| DZ0033 STOW RESET APPROX. 1.7 KM 0904427.4 | DZ1378| CC2323 ONOFRE 2 RM 1 8.264 METERS 10537 | DZ1378| DZ1379 GAVIOTA FLAGPOLE ON DOCK APPROX. 1.7 KM 2590851.4 | DZ1378| DZ1377 WEATHER VANE APPROX. 2.2 KM 3325642.4 | DZ1378| CC2324 ONOFRE 2 RM 2 13.968 METERS 33706 | DZ1378|---------------------------------------------------------------------| DZ1378 DZ1378 SUPERSEDED SURVEY CONTROL DZ1378 DZ1378 NAD 83(1986)- 34 28 13.26209(N) 120 11 17.94997(W) AD(1984.00) 2 DZ1378 NAD 27 - 34 28 13.29900(N) 120 11 14.41400(W) AD( ) 2 DZ1378 NGVD 29 (07/19/86) 23.4 (m) 77. (f) VERT ANG DZ1378 DZ1378.Superseded values are not recommended for survey control. DZ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1378.See file dsdata.txt to determine how the superseded data were derived. DZ1378 DZ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5825017897(NAD 83) DZ1378_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DZ1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1378_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1378+STABILITY: SURFACE MOTION DZ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1378+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 DZ1378 DZ1378 HISTORY - Date Condition Report By DZ1378 HISTORY - 1932 MONUMENTED CGS DZ1378 HISTORY - 1947 SEE DESCRIPTION MACCO DZ1378 HISTORY - 1974 SEE DESCRIPTION NGS DZ1378 HISTORY - 1975 SEE DESCRIPTION NGS DZ1378 HISTORY - 1976 SEE DESCRIPTION NGS DZ1378 HISTORY - 1984 GOOD NOS DZ1378 HISTORY - 20030826 GOOD CADPR DZ1378 DZ1378 STATION DESCRIPTION DZ1378 DZ1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ) DZ1378'ON A POINT AT THE W SIDE OF THE MOUTHOF ONOFRE CANYON, 20 FEET DZ1378'N OF THE SHORE CLIFF, AHD ABOUT 150 YARDS S OF HIGHWAY 101. DZ1378' DZ1378'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL DZ1378'HOLE IN A BOULDER, AS DESCRIBED IN NOTE 4. DZ1378' DZ1378'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING DZ1378'BEDROCK, AS DESCRIBED IN NOTE 12A. DZ1378' DZ1378'REFERENCE MARK NO. 1 IS E OF THE STATION. DZ1378' DZ1378'REFERENCE MARK NO. 2 IS NNW OF THE STATION. DZ1378' DZ1378'REACHED AS FOLLOWS FROM THE STORE AT GAVIOTA, MAINTAINED DZ1378'BY BUHNS BROTHERS. ON HIGHWAY 101 GO 1.6 MILES E, LEAVE THE DZ1378'TRUCK ON THE HIGHWAY, FOLLOW TRAIL ALONG THE W BANK OF THE DZ1378'CANYON, ACROSS THE SOUTHERN PACIFIC RAILROAD TRACKS TO THE DZ1378'STATION ON THE POINT. DZ1378' DZ1378'HEIGHT OF SIGNAL ABOVE STATION MARK - 1-1/2 METERS. DZ1378 DZ1378 STATION RECOVERY (1947) DZ1378 DZ1378'RECOVERY NOTE BY MACCO CORPORATION 1947 (JMA) DZ1378'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DZ1378'STATION FLAGGED AND PAINTED WHITE. DZ1378 DZ1378 STATION RECOVERY (1974) DZ1378 DZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LDK) DZ1378'RECOVERED THE STATION MARK AND REFERENCE MARKS 1 AND 2 IN GOOD DZ1378'CONDITION AS DESCRIBED. THE STATION IS NOW MARKED BY A 2 IN DZ1378'DIAMETER METAL PIPE 7 FEET HIGH AND SET IN CONCRETE. THE PIPE DZ1378'IS 3 FEET WESTERLY OF THE STATION. WE MISSED THE REFERENCE MARKS DZ1378'BY 30 AND 50 SECONDS FOR DIRECTION. MISSED R.M. 1 BY 0.052 DZ1378'METERS FOR DISTANCE AND R.M. 2 BY 0.013 METERS. OUR DISTANCES DZ1378'WERE DOUBLE CHAINED IN FEET AND METERS AND CHECKED WITHIN DZ1378'THEMSELVES. DZ1378' DZ1378'THE DESCRIPTION TO REACH IS STILL ADEQUATE. IT IS OPPOSITE HIGHWAY DZ1378'101 POST MILE 43.8 DZ1378' DZ1378'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET. DZ1378' DZ1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN DZ1378'10 MILES SOUTH OF BUELLTON. DZ1378 DZ1378 STATION RECOVERY (1975) DZ1378 DZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM) DZ1378'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD DZ1378'CONDITION AS DESCRIBED IN 1933 AND 1959. DZ1378' DZ1378'THE STATION IS A STANDARD DISK STAMPED ORTEGA 2 1933 SET DZ1378'IN A DRILL HOLE IN A BOULDER, FLUSH WITH THE SURFACE OF THE GROUND. DZ1378' DZ1378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ORTEGA 2 NO. 1 1933 DZ1378'SET IN A DRILL HOLE IN A BURIED BOULDER THAT PROJECTS ABOUT DZ1378'4 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 7 FEET DZ1378'LOWER THAN THE STATION. DZ1378' DZ1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES DZ1378'WEST OF GOLETA. DZ1378 DZ1378 STATION RECOVERY (1976) DZ1378 DZ1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM) DZ1378'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED. DZ1378' DZ1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES DZ1378'EAST OF GAVIOTA. DZ1378 DZ1378 STATION RECOVERY (1984) DZ1378 DZ1378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (JWC) DZ1378'THE STATION WAS RECOVERED AT THIS DATE. DZ1378'STATION MARK AND REFERENCE MARK NO.2 WERE FOUND IN GOOD CONDITION. DZ1378'REFERENCE MARK NO.1 HAS BEEN CHISELED OFF BUT THE SHANK STILL DZ1378'REMAINS IMBEDDED IN THE BOULDER. DZ1378'THE 1933 STATION DESCRIPTION WAS ADEQUATE FOR RECOVERY. DZ1378' DZ1378'HEIGHT OF LIGHT SHOWN WAS 1.579 METERS ABOVE THE MARK. DZ1378' DZ1378'DESCRIBED BY S. D. LAREAU DZ1378 DZ1378 STATION RECOVERY (2003) DZ1378 DZ1378'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ1378'BRASS DISK APPEARS TO BE STAMPED 'ONOFRA 1933'. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0036 *********************************************************************** DZ0036 DESIGNATION - P 1042 DZ0036 PID - DZ0036 DZ0036 STATE/COUNTY- CA/SANTA BARBARA DZ0036 USGS QUAD - GAVIOTA (1982) DZ0036 DZ0036 *CURRENT SURVEY CONTROL DZ0036 ___________________________________________________________________ DZ0036* NAD 83(1986)- 34 28 16. (N) 120 11 07. (W) SCALED DZ0036* NAVD 88 - 24.342 (meters) 79.86 (feet) ADJUSTED DZ0036 ___________________________________________________________________ DZ0036 GEOID HEIGHT- -36.01 (meters) GEOID99 DZ0036 DYNAMIC HT - 24.318 (meters) 79.78 (feet) COMP DZ0036 MODELED GRAV- 979,662.2 (mgal) NAVD 88 DZ0036 OBS GRAVITY - 979,662.2 (mgal) GRAV_OBS DZ0036 DZ0036 VERT ORDER - FIRST CLASS I DZ0036 DZ0036.The horizontal coordinates were scaled from a topographic map and have DZ0036.an estimated accuracy of +/- 6 seconds. DZ0036 DZ0036.The orthometric height was determined by differential leveling DZ0036.and adjusted by the National Geodetic Survey in June 1991. DZ0036.WARNING-Repeat measurements at this control monument indicate possible DZ0036.vertical movement. DZ0036 DZ0036.The geoid height was determined by GEOID99. DZ0036 DZ0036.The dynamic height is computed by dividing the NAVD 88 DZ0036.geopotential number by the normal gravity value computed on the DZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0036.degrees latitude (g = 980.6199 gals.). DZ0036 DZ0036.The modeled gravity was interpolated from observed gravity values. DZ0036.The observed gravity was obtained from relative gravimeter ties DZ0036.to the IGSN71 gravity network. DZ0036 DZ0036; North East Units Estimated Accuracy DZ0036;SPC CA 5 - 609,900. 1,799,260. MT (+/- 180 meters Scaled) DZ0036 DZ0036 SUPERSEDED SURVEY CONTROL DZ0036 DZ0036 NGVD 29 (??/??/92) 23.560 (m) 77.30 (f) ADJ UNCH 1 1 DZ0036 DZ0036.Superseded values are not recommended for survey control. DZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0036.See file dsdata.txt to determine how the superseded data were derived. DZ0036 DZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD585179(NAD 83) DZ0036_MARKER: DB = BENCH MARK DISK DZ0036_SETTING: 32 = HEADWALL DZ0036_STAMPING: P 1042 1960 DZ0036_MARK LOGO: CGS DZ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0036+STABILITY: SURFACE MOTION DZ0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0036+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 DZ0036 DZ0036 HISTORY - Date Condition Report By DZ0036 HISTORY - 1960 MONUMENTED CGS DZ0036 HISTORY - 1961 GOOD NGS DZ0036 HISTORY - 1977 GOOD NGS DZ0036 HISTORY - 19890327 GOOD NGS DZ0036 HISTORY - 20030826 GOOD CADPR DZ0036 DZ0036 STATION DESCRIPTION DZ0036 DZ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DZ0036'1.6 MI E FROM GAVIOTA. DZ0036'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION DZ0036'AT GAVIOTA, 0.05 MILE EAST OF MILEPOST 341, IN TOP OF THE EAST DZ0036'END OF THE NORTH CONCRETE HEAD WALL OF A 2-BY 4-FOOT CONCRETE BOX DZ0036'CULVERT UNDER THE TRACK, AT HIGHWAY STATION MARKER POST 507+30, DZ0036'5.9 FEET NORTH OF THE NORTH RAIL, 0.5 FOOT WEST OF THE EAST END OF DZ0036'THE HEAD WALL, AND ABOUT 2 FEET LOWER THAN THE TRACK. DZ0036 DZ0036 STATION RECOVERY (1961) DZ0036 DZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DZ0036'RECOVERED IN GOOD CONDITION. DZ0036 DZ0036 STATION RECOVERY (1977) DZ0036 DZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0036'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION DZ0036'OF GAVIOTA STATION ROAD, 0.05 MILE EAST OF MILEPOST 341, IN THE TOP DZ0036'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 2 BY 4-FT. DZ0036'CONCRETE BOX RAILROAD CULVERT, 5.9 FT. NORTH OF THE NORTH RAIL, 0.5 DZ0036'FT. WEST OF THE EAST END OF THE HEAD WALL. DZ0036 DZ0036 STATION RECOVERY (1989) DZ0036 DZ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0036'RECOVERED IN GOOD CONDITION. DZ0036 DZ0036 STATION RECOVERY (2003) DZ0036 DZ0036'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ0036'FOUND COVERED WITH 6 INCHES OF RAILROAD BALLAST. THERE IS A LARGE DZ0036'PARKING AREA OFF US101 AT POSTMILE 43.55. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ1175 *********************************************************************** DZ1175 DESIGNATION - POINT ARGUELLO RESET DZ1175 PID - DZ1175 DZ1175 STATE/COUNTY- CA/SANTA BARBARA DZ1175 USGS QUAD - TRANQUILLON MTN (1978) DZ1175 DZ1175 *CURRENT SURVEY CONTROL DZ1175 ___________________________________________________________________ DZ1175* NAD 83(1992)- 34 33 17.71694(N) 120 36 57.51606(W) ADJUSTED DZ1175* NAVD 88 - 23.895 (meters) 78.40 (feet) ADJUSTED DZ1175 ___________________________________________________________________ DZ1175 EPOCH DATE - 1991.35 DZ1175 LAPLACE CORR- 5.93 (seconds) DEFLEC99 DZ1175 GEOID HEIGHT- -36.23 (meters) GEOID99 DZ1175 DYNAMIC HT - 23.873 (meters) 78.32 (feet) COMP DZ1175 MODELED GRAV- 979,704.6 (mgal) NAVD 88 DZ1175 DZ1175 HORZ ORDER - SECOND DZ1175 VERT ORDER - FIRST CLASS II DZ1175 DZ1175.The horizontal coordinates were established by classical geodetic methods DZ1175.and adjusted by the National Geodetic Survey in June 1996. DZ1175.The horizontal coordinates are valid at the epoch date displayed above. DZ1175.The epoch date for horizontal control is a decimal equivalence DZ1175.of Year/Month/Day. DZ1175 DZ1175.The orthometric height was determined by differential leveling DZ1175.and adjusted by the National Geodetic Survey in June 1991. DZ1175 DZ1175.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1175 DZ1175.The geoid height was determined by GEOID99. DZ1175 DZ1175.The dynamic height is computed by dividing the NAVD 88 DZ1175.geopotential number by the normal gravity value computed on the DZ1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ1175.degrees latitude (g = 980.6199 gals.). DZ1175 DZ1175.The modeled gravity was interpolated from observed gravity values. DZ1175 DZ1175; North East Units Scale Converg. DZ1175;SPC CA 5 - 620,140.560 1,759,950.815 MT 0.99992795 -1 29 28.1 DZ1175;SPC CA 5 - 2,034,577.82 5,774,105.30 sFT 0.99992795 -1 29 28.1 DZ1175;UTM 10 - 3,826,269.419 718,740.140 MT 1.00018979 +1 21 09.9 DZ1175 DZ1175: Primary Azimuth Mark Grid Az DZ1175:SPC CA 5 - SAGE RESET 304 08 16.5 DZ1175:UTM 10 - SAGE RESET 301 17 38.5 DZ1175 DZ1175|---------------------------------------------------------------------| DZ1175| PID Reference Object Distance Geod. Az | DZ1175| dddmmss.s | DZ1175| CC2415 POINT ARGUELLO RM 1 14.120 METERS 05310 | DZ1175| DZ1733 COAST GUARD STA DWELLING CHIM APPROX. 0.5 KM 0813711.9 | DZ1175| DZ1737 COAST GUARD DRILL POLE 430.362 METERS 0841155.7 | DZ1175| DZ1736 COAST GUARD SIGNAL TOWER APPROX. 0.5 KM 0852902.8 | DZ1175| DZ1775 SAGE RESET APPROX. 1.7 KM 3023848.4 | DZ1175| CC2416 POINT ARGUELLO RM 2 48.650 METERS 32010 | DZ1175|---------------------------------------------------------------------| DZ1175 DZ1175 SUPERSEDED SURVEY CONTROL DZ1175 DZ1175 NAD 83(1986)- 34 33 17.72218(N) 120 36 57.50552(W) AD(1984.00) 2 DZ1175 NAD 27 - 34 33 17.77500(N) 120 36 53.89600(W) AD( ) 2 DZ1175 NGVD 29 (??/??/92) 23.14 (m) 75.9 (f) COMPUTED 1 2 DZ1175 DZ1175.Superseded values are not recommended for survey control. DZ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1175.See file dsdata.txt to determine how the superseded data were derived. DZ1175 DZ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1874026269(NAD 83) DZ1175_MARKER: DS = TRIANGULATION STATION DISK DZ1175_SETTING: 80 = SET IN A BOULDER DZ1175_STAMPING: PT ARGUELLO 1933 DZ1175_MARK LOGO: CGS DZ1175_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1175+STABILITY: SURFACE MOTION DZ1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1175+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2003 DZ1175 DZ1175 HISTORY - Date Condition Report By DZ1175 HISTORY - 1874 MONUMENTED CGS DZ1175 HISTORY - 1933 SEE DESCRIPTION CGS DZ1175 HISTORY - 1933 GOOD CGS DZ1175 HISTORY - 1937 SEE DESCRIPTION CGS DZ1175 HISTORY - 1964 SEE DESCRIPTION CGS DZ1175 HISTORY - 1988 GOOD NOS DZ1175 HISTORY - 19890519 GOOD NGS DZ1175 HISTORY - 20030828 GOOD JOHFRA DZ1175 DZ1175 STATION DESCRIPTION DZ1175 DZ1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (WEG) DZ1175'ON POINT ARGUELLO, ON A RISE OF GROUND ABOUT 60 METERS IN DZ1175'LENGTH, ABOUT 20 FEET ABOVE THE GENERAL LEVEL OF THE MESA, DZ1175'ON THE WESTERN AND LARGER END, 145 METERS FROM THE SOUTHERLY DZ1175'BLUFF POINT. DZ1175' DZ1175'THE STATION WAS MARKED BY A COPPER TACK IN THE TOP OF A STUB DZ1175'ABOUT 2 FEET LONG, PROJECTING A FEW INCHES ABOVE THE GROUND. DZ1175'SIMILAR STUBS WERE PLACED 6 FEET FROM THE CENTER TO THE N, DZ1175'S, AND W. DZ1175 DZ1175 STATION RECOVERY (1933) DZ1175 DZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ) DZ1175'GO TO THE SOUTHERN PACIFIC RAILROAD SPUR ARGUELLO, TURN LEFT DZ1175'ACROSS TRACKS AND ACROSS MESA TO THE HIGHEST SMALL POINT. DZ1175' DZ1175'THE STATION WAS RE-MARKED BY A BURIED BOULDER WITH A STANDARD DZ1175'DISK STATION MARK CEMENTED IN THE TOP. TWO NEW REFERENCE DZ1175'MARKS WERE PUT IN BURIED BOULDERS WITH STANDARD DISK REFERENCE DZ1175'MARKS CEMENTED IN THE TOP. DZ1175 DZ1175 STATION RECOVERY (1933) DZ1175 DZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 DZ1175'RECOVERED IN GOOD CONDITION. DZ1175 DZ1175 STATION RECOVERY (1937) DZ1175 DZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HBC) DZ1175'STATION IS 507 METERS W OF THE SIGNAL (OR FLAG) TOWER OF THE DZ1175'POINT ARGUELLO COAST GUARD STATION AND 48 METERS S OF THE LINE DZ1175'OF TELEPHONE POLES CONNECTING THE COAST GUARD STATION AND THE DZ1175'COAST GUARD LOOKOUT. DZ1175' DZ1175'STATION AND REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DZ1175'DRILL HOLES IN BURIED BOULDERS. DZ1175 DZ1175 STATION RECOVERY (1964) DZ1175 DZ1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HMH) DZ1175'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION. R.M. 2 DZ1175'WAS SEARCHED FOR BUT APPARENTLY DESTROYED DURING GRADING DZ1175'OF DIRT ROAD. POINT ARGUELLO COAST GUARD STATION IS NOW DZ1175'NAVY RECREATION FACILITY, ACCESSIBLE THROUGH ARGUELLO MISSILE DZ1175'BASE AND SUDDEN RANCH. DZ1175 DZ1175 STATION RECOVERY (1988) DZ1175 DZ1175'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GWJ) DZ1175'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES STATED BELOW. TO REACH DZ1175'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 246 AND ARGUELLO DZ1175'BLVD, PROCEED S ON ARGUELLO BLVD, PASSING THROUGH THE MAIN GATE OF DZ1175'SOUTH VANDENBERG AFB FOR 2.2 MILES TO THE INTERSECTION WITH BEAR CREEK DZ1175'ROAD. TURN RIGHT (WEST) ONTO BEAR CREEK ROAD AND PROCEED 2.5 MILES TO DZ1175'THE INTERSECTION WITH COAST ROAD. TURN LEFT (SOUTH) ONTO THE COAST DZ1175'ROAD AND PROCEED 5.55 MILES TO A Y INTERSECTION JUST BEYOND THE DZ1175'RAILROAD TRACKS. TURN RIGHT (SOUTH) REMAINING ON THE COAST ROAD AND DZ1175'PROCEED 1.65 MILES TO A ROAD FORK. BEAR LEFT AND GO 0.03 MILES TO A DZ1175'GATE. CONTINUE THROUGH GATE ON THE COAST ROAD FOR 0.90 MILES TO A DZ1175'PAVED ROAD INTERSECTION ON THE RIGHT. HERE TURN RIGHT (SOUTH) AND DZ1175'PROCEED THROUGH TWO GATES, CROSSING THE RAILROAD TRACKS, FOR 0.35 DZ1175'MILES TO A Y INTERSECTION. THE LEFT FORK LEADS TO THE BOAT HOUSE. TAKE DZ1175'THE RIGHT FORK ONTO THE DIRT ROAD AND PROCEED 0.15 MILES TO THE DZ1175'INTERSECTION WITH A PAVED ROAD. TURN RIGHT (WEST) ONTO THE PAVED ROAD DZ1175'AND PROCEED 0.10 MILES TO A ROAD INTERSECTION ON THE LEFT (SOUTH). THE DZ1175'STATION IS LOCATED APPROX. 65 METERS SOUTH OF THE ROAD. DZ1175 DZ1175 STATION RECOVERY (1989) DZ1175 DZ1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ1175'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. DZ1175'40.6 KM (25.25 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD DZ1175'FROM THE JUNCTION OF BLACK ROAD IN CASMALIA, THENCE 0.4 KM (0.25 MI) DZ1175'SOUTH ALONG A PAVED ROAD (KNOWN LOCALLY AS BOATHOUSE ROAD), THENCE 0.6 DZ1175'KM (0.35 MI) WEST ALONG A GRAVELED ROAD, IN A SMALL BOULDER THAT DZ1175'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 54.6 M (179.1 FT) DZ1175'SOUTH OF THE CENTERLINE OF THE ROAD, 14.2 M (46.6 FT) WEST OF DZ1175'REFERENCE MARK 1, AND 4.3 M (14.1 FT) NORTHWEST OF A WITNESS POST. DZ1175 DZ1175 STATION RECOVERY (2003) DZ1175 DZ1175'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) DZ1175'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3789 *********************************************************************** EW3789 DESIGNATION - Q 657 EW3789 PID - EW3789 EW3789 STATE/COUNTY- CA/SANTA BARBARA EW3789 USGS QUAD - GOLETA (1988) EW3789 EW3789 *CURRENT SURVEY CONTROL EW3789 ___________________________________________________________________ EW3789* NAD 83(1986)- 34 26 09. (N) 119 51 36. (W) SCALED EW3789* NAVD 88 - 12.453 (meters) 40.86 (feet) ADJUSTED EW3789 ___________________________________________________________________ EW3789 GEOID HEIGHT- -35.80 (meters) GEOID99 EW3789 DYNAMIC HT - 12.440 (meters) 40.81 (feet) COMP EW3789 MODELED GRAV- 979,634.9 (mgal) NAVD 88 EW3789 OBS GRAVITY - 979,628.2 (mgal) GRAV_OBS EW3789 EW3789 VERT ORDER - FIRST CLASS I EW3789 EW3789.The horizontal coordinates were scaled from a topographic map and have EW3789.an estimated accuracy of +/- 6 seconds. EW3789 EW3789.The orthometric height was determined by differential leveling EW3789.and adjusted by the National Geodetic Survey in June 1991. EW3789 EW3789.The geoid height was determined by GEOID99. EW3789 EW3789.The dynamic height is computed by dividing the NAVD 88 EW3789.geopotential number by the normal gravity value computed on the EW3789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3789.degrees latitude (g = 980.6199 gals.). EW3789 EW3789.The modeled gravity was interpolated from observed gravity values. EW3789.The observed gravity was obtained from relative gravimeter ties EW3789.to the IGSN71 gravity network. EW3789 EW3789; North East Units Estimated Accuracy EW3789;SPC CA 5 - 605,390. 1,829,070. MT (+/- 180 meters Scaled) EW3789 EW3789 SUPERSEDED SURVEY CONTROL EW3789 EW3789 NGVD 29 (??/??/92) 11.668 (m) 38.28 (f) ADJ UNCH 1 1 EW3789 EW3789.Superseded values are not recommended for survey control. EW3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3789.See file dsdata.txt to determine how the superseded data were derived. EW3789 EW3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU372141(NAD 83) EW3789_MARKER: DB = BENCH MARK DISK EW3789_SETTING: 38 = ABUTMENT EW3789_STAMPING: Q 657 1948 EW3789_MARK LOGO: CGS EW3789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW3789+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1989 EW3789 EW3789 HISTORY - Date Condition Report By EW3789 HISTORY - 1948 MONUMENTED CGS EW3789 HISTORY - 1960 GOOD NGS EW3789 HISTORY - 1973 GOOD NGS EW3789 HISTORY - 1977 GOOD NGS EW3789 HISTORY - 19890309 GOOD NGS EW3789 HISTORY - 20030825 MARK NOT FOUND JOHFRA EW3789 EW3789 STATION DESCRIPTION EW3789 EW3789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 EW3789'2.4 MI W FROM GOLETA. EW3789'2.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW3789'STATION AT GOLETA, 0.5 MILE WEST OF MILEPOLE 361, 0.1 MILE EAST OF EW3789'SEMAPHORE 3605, IN TOP OF THE NORTH END OF THE WEST CONCRETE EW3789'ABUTMENT OF A SMALL WOODEN AND STEEL BRIDGE, 101 FEET SOUTH OF THE EW3789'CENTER LINE OF U.S. HIGHWAY 101, 8.9 FEET NORTH OF THE NORTH RAIL, EW3789'AND ABOUT LEVEL WITH THE TRACK. MARK 1.5 FEET BELOW TOP OF EW3789'RAILROAD TRACK AND 6.7 FEET NORK OF NORTH RAIL OF TRACK. EW3789 EW3789 STATION RECOVERY (1973) EW3789 EW3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EW3789'RECOVERED IN GOOD CONDITION. EW3789 EW3789 STATION RECOVERY (1977) EW3789 EW3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW3789'RECOVERED IN GOOD CONDITION. EW3789 EW3789 STATION RECOVERY (1989) EW3789 EW3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3789'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. EW3789'CHANGE--FROM THE STATION AT GOLETA, TO FROM THE JUNCTION OF KELLOGG EW3789'AVENUE IN GOLETA. EW3789 EW3789 STATION RECOVERY (2003) EW3789 EW3789'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3789'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0048 *********************************************************************** DZ0048 DESIGNATION - SURPRISE DZ0048 PID - DZ0048 DZ0048 STATE/COUNTY- CA/SANTA BARBARA DZ0048 USGS QUAD - GAVIOTA (1982) DZ0048 DZ0048 *CURRENT SURVEY CONTROL DZ0048 ___________________________________________________________________ DZ0048* NAD 83(1992)- 34 28 08.48003(N) 120 14 17.18476(W) ADJUSTED DZ0048* NAVD 88 - 33.433 (meters) 109.69 (feet) READJUSTED DZ0048 ___________________________________________________________________ DZ0048 EPOCH DATE - 1991.35 DZ0048 LAPLACE CORR- 0.93 (seconds) DEFLEC99 DZ0048 GEOID HEIGHT- -36.08 (meters) GEOID99 DZ0048 DYNAMIC HT - 33.400 (meters) 109.58 (feet) COMP DZ0048 MODELED GRAV- 979,659.9 (mgal) NAVD 88 DZ0048 DZ0048 HORZ ORDER - THIRD DZ0048 VERT ORDER - * READJUSTED, Code NC , SEE BELOW DZ0048 DZ0048.The horizontal coordinates were established by classical geodetic methods DZ0048.and adjusted by the National Geodetic Survey in June 1996. DZ0048.The horizontal coordinates are valid at the epoch date displayed above. DZ0048.The epoch date for horizontal control is a decimal equivalence DZ0048.of Year/Month/Day. DZ0048 DZ0048.The orthometric height was determined by differential leveling DZ0048.and adjusted by the National Geodetic Survey in February 1993. DZ0048.No vertical observational check was made to the station. DZ0048.* This is a READJUSTED BENCH MARK height. Code NC indicates the bench DZ0048.mark was located on a no-check spur therefore a value was not computed. DZ0048.The height was derived from older observations constrained to new DZ0048.heights in a crustal motion area. The height is approximate in DZ0048.relation to other heights in its vicinity. DZ0048 DZ0048.The Laplace correction was computed from DEFLEC99 derived deflections. DZ0048 DZ0048.The geoid height was determined by GEOID99. DZ0048 DZ0048.The dynamic height is computed by dividing the NAVD 88 DZ0048.geopotential number by the normal gravity value computed on the DZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0048.degrees latitude (g = 980.6199 gals.). DZ0048 DZ0048.The modeled gravity was interpolated from observed gravity values. DZ0048 DZ0048; North East Units Scale Converg. DZ0048;SPC CA 5 - 609,777.399 1,794,406.830 MT 0.99993417 -1 16 32.7 DZ0048;SPC CA 5 - 2,000,578.02 5,887,149.74 sFT 0.99993417 -1 16 32.7 DZ0048;UTM 10 - 3,817,624.223 753,680.092 MT 1.00039330 +1 33 50.2 DZ0048 DZ0048: Primary Azimuth Mark Grid Az DZ0048:SPC CA 5 - BALD 2 285 16 49.6 DZ0048:UTM 10 - BALD 2 282 26 26.7 DZ0048 DZ0048|---------------------------------------------------------------------| DZ0048| PID Reference Object Distance Geod. Az | DZ0048| dddmmss.s | DZ0048| CC1950 SURPRISE RM 1 22.219 METERS 01206 | DZ0048| CC1951 SURPRISE RM 2 13.719 METERS 08307 | DZ0048| DZ1517 BALD 2 APPROX. 2.0 KM 2840016.9 | DZ0048|---------------------------------------------------------------------| DZ0048 DZ0048 SUPERSEDED SURVEY CONTROL DZ0048 DZ0048 NAD 83(1986)- 34 28 08.48582(N) 120 14 17.17377(W) AD(1984.00) 3 DZ0048 NAD 27 - 34 28 08.52400(N) 120 14 13.62700(W) AD( ) 3 DZ0048 NGVD 29 (??/??/92) 32.659 (m) 107.15 (f) ADJ UNCH 1 1 DZ0048 DZ0048.Superseded values are not recommended for survey control. DZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0048.See file dsdata.txt to determine how the superseded data were derived. DZ0048 DZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5368017624(NAD 83) DZ0048_MARKER: DB = BENCH MARK DISK DZ0048_SETTING: 80 = SET IN A BOULDER DZ0048_STAMPING: SURPRISE 1933 DZ0048_MARK LOGO: CASLC DZ0048_MAGNETIC: N = NO MAGNETIC MATERIAL DZ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0048+STABILITY: SURFACE MOTION DZ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0048+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 DZ0048 DZ0048 HISTORY - Date Condition Report By DZ0048 HISTORY - 1933 MONUMENTED CGS DZ0048 HISTORY - 1947 GOOD MACCO DZ0048 HISTORY - 1960 GOOD NGS DZ0048 HISTORY - 1961 GOOD NGS DZ0048 HISTORY - 1977 GOOD NGS DZ0048 HISTORY - 1981 GOOD DMA DZ0048 HISTORY - 1984 GOOD NOS DZ0048 HISTORY - 19890327 GOOD NGS DZ0048 HISTORY - 20030826 GOOD CADPR DZ0048 DZ0048 STATION DESCRIPTION DZ0048 DZ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) DZ0048'THE STATION IS ON THE FIRST PROMINENT POINT W OF THE MOUTH OF THE DZ0048'GAVIOTA CANYON PASS, AND 85 FEET BACK FROM THE BLUFF THAT GOES DZ0048'STEEP OFF TO THE OCEAN. ABOUT THE MIDDLE OF THE BLUFF ON DZ0048'GRADUAL SLOPING GROUND. DZ0048' DZ0048'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE DZ0048'IN A BOULDER, AS DESCRIBED. DZ0048' DZ0048'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER. DZ0048' DZ0048'BEST REACHED FROM GAVIOTA BY GOING W ON HIGHWAY 101 TO THE POINT DZ0048'WHERE THE HIGHWAY LEAVES THE OCEAN AND GOES INTO GAVIOTA CANYON, DZ0048'GO ABOUT 0.2 MILE AND TURN SHARP LEFT. FOLLOW THIS ROAD ABOUT DZ0048'0.2 MILE ACROSS CREEK. JUST AFTER CROSSING CREEK GO THROUGH DZ0048'CATTLE GUARD TO THE RIGHT AND FOLLOW ABOUT 0.5 MILE TO THE POINT DZ0048'WHERE THE ROAD GOES UP OVER A POINT AND INTO A GULCH. LEAVE DZ0048'TRUCK AT HEAD OF GULCH AND WALK DOWN AND ACROSS RAILROAD TRACKS DZ0048'ABOUT 200 YARDS TO THE STATION. DZ0048' DZ0048'HEIGHT OF SIGNAL ABOVE STATION MARK - 3-1/2 METERS. DZ0048 DZ0048 STATION RECOVERY (1947) DZ0048 DZ0048'RECOVERY NOTE BY MACCO CORPORATION 1947 (JMA) DZ0048'STATION RECOVERED AND FOUND IN GOOD CONDITION. STATION FLAGGED DZ0048'AND PAINTED WHITE. DZ0048 DZ0048 STATION RECOVERY (1960) DZ0048 DZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 DZ0048'1.4 MI W FROM GAVIOTA. DZ0048'1.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE DZ0048'STATION AT GAVIOTA, ON THE WEST BANK OF A SMALL CANYON BETWEEN DZ0048'CULVERT 338.05 AND MILEPOLE 338, IN TOP OF A 6-BY 18-INCH DZ0048'EMBEDDED SANDSTONE BOULDER WHICH PROJECTS ABOUT 0.8 FOOT ABOVE DZ0048'THE GROUND, ABOUT 238 FEET SOUTH OF THE SOUTH RAIL, ABOUT 207 DZ0048'FEET SOUTH OF A WOODEN FENCE, 81 FEET NORTH OF THE SOUTH EDGE DZ0048'OF A BLUFF ABOVE THE OCEAN, 1.2 FEET SOUTH OF A WITNESS POST, DZ0048'ABOUT 20 FEET HIGHER THAN THE TRACK. DZ0048 DZ0048 STATION RECOVERY (1961) DZ0048 DZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DZ0048'RECOVERED IN GOOD CONDITION. DZ0048 DZ0048 STATION RECOVERY (1977) DZ0048 DZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0048'1.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION DZ0048'OF GAVIOTA STATION ROAD, ON TOP OF A CUT BANK HILL BETWEEN MILEPOST DZ0048'338.05, IN TOP OF A 6 BY 18-INCH EMBEDDED SANDSTONE BOULDER WHICH DZ0048'PROJECTS 0.8 FT. ABOVE THE GROUND, 240 FT. SOUTH OF THE SOUTH RAIL, DZ0048'210 FT. SOUTH OF A WOODEN FENCE, 80 FT. NORTH OF THE SOUTH EDGE OF DZ0048'AN OCEAN BLUFF. DZ0048 DZ0048 STATION RECOVERY (1981) DZ0048 DZ0048'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (JM) DZ0048'SUPRISE 1933 RECOVERED GOOD. DZ0048' DZ0048'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MLS SOUTH OF BUELTON DZ0048'AT GAVIOTA. DZ0048 DZ0048 STATION RECOVERY (1984) DZ0048 DZ0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (JWC) DZ0048'THE STATION WAS RECOVERED AT THIS DATE. DZ0048'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD DZ0048'CONDITION AS DESCRIBED IN 1933. THE STATION AND REFERENCE MARK DZ0048'NO.1 WERE FOUND UNDISTURBED, REFERENCE MARK NO.2 WAS FOUND LEANING DZ0048'TOWARDS TO THE OCEAN AT ABOUT A 50 DEGREE TO 60 DEGREE ANGLE FROM DZ0048'THE HORIZON. DZ0048' DZ0048'THE GEODETIC AZIMUTH AT SURPRISE, FROM TANK 1933 TO BALD 2 1933, DZ0048'DIFFERED FROM THE PUBLISHED ANGLE BY 6 MINUTES AND 53 SECONDS. THE DZ0048'DISTANCE FROM THE STATION TO REFERENCE MARK NO.1 DIFFERED BY DZ0048'0.021 M. DZ0048' DZ0048'DESCRIBED BY S. D. LAREAU DZ0048 DZ0048 STATION RECOVERY (1989) DZ0048 DZ0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0048'RECOVERED IN GOOD CONDITION. DZ0048 DZ0048 STATION RECOVERY (2003) DZ0048 DZ0048'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ0048'BRASS DISK AND BOTH RMS ARE STAMPED 'SUPRISE'. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0042 *********************************************************************** DZ0042 DESIGNATION - TANK DZ0042 PID - DZ0042 DZ0042 STATE/COUNTY- CA/SANTA BARBARA DZ0042 USGS QUAD - GAVIOTA (1982) DZ0042 DZ0042 *CURRENT SURVEY CONTROL DZ0042 ___________________________________________________________________ DZ0042* NAD 83(1992)- 34 28 16.04676(N) 120 13 05.29235(W) ADJUSTED DZ0042* NAVD 88 - 29.922 (meters) 98.17 (feet) READJUSTED DZ0042 ___________________________________________________________________ DZ0042 EPOCH DATE - 1991.35 DZ0042 LAPLACE CORR- 1.29 (seconds) DEFLEC99 DZ0042 GEOID HEIGHT- -36.04 (meters) GEOID99 DZ0042 DYNAMIC HT - 29.890 (meters) 98.06 (feet) COMP DZ0042 MODELED GRAV- 979,665.0 (mgal) NAVD 88 DZ0042 OBS GRAVITY - 979,660.6 (mgal) GRAV_OBS DZ0042 DZ0042 HORZ ORDER - THIRD DZ0042 VERT ORDER - * READJUSTED, Code A , SEE BELOW DZ0042 DZ0042.The horizontal coordinates were established by classical geodetic methods DZ0042.and adjusted by the National Geodetic Survey in June 1996. DZ0042.The horizontal coordinates are valid at the epoch date displayed above. DZ0042.The epoch date for horizontal control is a decimal equivalence DZ0042.of Year/Month/Day. DZ0042 DZ0042.The orthometric height was determined by differential leveling DZ0042.and adjusted by the National Geodetic Survey in February 1993. DZ0042.* This is a READJUSTED BENCH MARK height. Code A indicates a DZ0042.distribution rate of 0.0 thru 1.0 mm/km. DZ0042.The height was derived from older observations constrained to new DZ0042.heights in a crustal motion area. The height is approximate in DZ0042.relation to other heights in its vicinity. DZ0042 DZ0042.The Laplace correction was computed from DEFLEC99 derived deflections. DZ0042 DZ0042.The geoid height was determined by GEOID99. DZ0042 DZ0042.The dynamic height is computed by dividing the NAVD 88 DZ0042.geopotential number by the normal gravity value computed on the DZ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0042.degrees latitude (g = 980.6199 gals.). DZ0042 DZ0042.The modeled gravity was interpolated from observed gravity values. DZ0042.The observed gravity was obtained from relative gravimeter ties DZ0042.to the IGSN71 gravity network. DZ0042 DZ0042; North East Units Scale Converg. DZ0042;SPC CA 5 - 609,969.825 1,796,246.136 MT 0.99993399 -1 15 51.7 DZ0042;SPC CA 5 - 2,001,209.33 5,893,184.20 sFT 0.99993399 -1 15 51.7 DZ0042;UTM 10 - 3,817,907.668 755,508.456 MT 1.00040478 +1 34 31.3 DZ0042 DZ0042: Primary Azimuth Mark Grid Az DZ0042:SPC CA 5 - ORFORD 285 15 59.5 DZ0042:UTM 10 - ORFORD 282 25 36.5 DZ0042 DZ0042|---------------------------------------------------------------------| DZ0042| PID Reference Object Distance Geod. Az | DZ0042| dddmmss.s | DZ0042| DZ0041 TANK RM 1 11.232 METERS 01846 | DZ0042| DZ1439 GAVIOTA WATER TANK 143.043 METERS 06306 | DZ0042| DZ1374 ORFORD APPROX. 1.8 KM 2840007.8 | DZ0042| DZ1438 SO PAC RR TANK NEAR STA TANK 36.822 METERS 29647 | DZ0042| DZ0043 TANK RM 2 33.254 METERS 29655 | DZ0042|---------------------------------------------------------------------| DZ0042 DZ0042 SUPERSEDED SURVEY CONTROL DZ0042 DZ0042 NAD 83(1986)- 34 28 16.05127(N) 120 13 05.28174(W) AD(1984.00) 3 DZ0042 NAD 27 - 34 28 16.08800(N) 120 13 01.73700(W) AD( ) 3 DZ0042 NGVD 29 (??/??/92) 29.147 (m) 95.63 (f) ADJ UNCH 1 1 DZ0042 DZ0042.Superseded values are not recommended for survey control. DZ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0042.See file dsdata.txt to determine how the superseded data were derived. DZ0042 DZ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5550817908(NAD 83) DZ0042_MARKER: DS = TRIANGULATION STATION DISK DZ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0042_STAMPING: TANK 1933 DZ0042_MARK LOGO: CGS DZ0042_MAGNETIC: N = NO MAGNETIC MATERIAL DZ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0042+STABILITY: SURFACE MOTION DZ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0042+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 DZ0042 DZ0042 HISTORY - Date Condition Report By DZ0042 HISTORY - 1933 MONUMENTED CGS DZ0042 HISTORY - 1960 GOOD NGS DZ0042 HISTORY - 1961 GOOD NGS DZ0042 HISTORY - 1977 GOOD NGS DZ0042 HISTORY - 1982 GOOD LOCENG DZ0042 HISTORY - 1984 GOOD NOS DZ0042 HISTORY - 19890306 GOOD NGS DZ0042 HISTORY - 20030826 GOOD CADPR DZ0042 DZ0042 STATION DESCRIPTION DZ0042 DZ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) DZ0042'THE STATION IS ABOUT 0.1 MILE W OF THE SOUTHERN PACIFIC RAILWAY DZ0042'STATION AND DEPOT GAVIOTA, 72 FEET S OF THE S RAIL AND 8.0 FEET DZ0042'FROM THE BLUFF BANK OF THE OCEAN. DZ0042' DZ0042'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DZ0042'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. DZ0042' DZ0042'REFERENCE MARK NO. 2 IS SET IN ONE OF THE CONCRETE PIERS OF DZ0042'THE SOUTHERN PACIFIC WATER TANK. DZ0042' DZ0042'REFERENCE MARK NO. 1 IS BETWEEN THE TRIANGULATION STATION AND DZ0042'THE MAIN LINE RAILS. DZ0042 DZ0042 STATION RECOVERY (1960) DZ0042 DZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 DZ0042'0.2 MI W FROM GAVIOTA. DZ0042'0.2 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION DZ0042'AT GAVIOTA, NEAR A GROUP OF ELEVATED WATER TANKS, 71.7 FEET SOUTH DZ0042'OF THE SOUTH RAIL OF THE SOUTH TRACK, 107.2 FEET SOUTHEAST OF THE DZ0042'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOUNDATION SUPPORTING DZ0042'THE SOUTHEAST LEG OF THE STEEL WATER TANK, 10 1/2 FEET NORTH OF THE DZ0042'SOUTH EDGE OF A BANK ABOVE THE OCEAN, 1.0 FOOT NORTH OF A WITNESS DZ0042'POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A DZ0042'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. DZ0042 DZ0042 STATION RECOVERY (1961) DZ0042 DZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DZ0042'RECOVERED IN GOOD CONDITION. DZ0042 DZ0042 STATION RECOVERY (1977) DZ0042 DZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0042'AT GAVIOTA, 0.15 MILE SOUTH ALONG GAVIOTA STATION ROAD FROM THE DZ0042'JUNCTION OF U.S. HIGHWAY 101, THENCE 0.2 MILE WEST ALONG THE SOUTHERN DZ0042'PACIFIC RAILROAD TRACK, 72 FT. SOUTH OF THE SOUTH RAIL, 200 FT. EAST- DZ0042'SOUTHEAST OF A RAILROAD SIGNAL,100 FT. WEST-SOUTHWEST OF A POWER POLE, DZ0042'50 FT. SOUTHEAST OF A POWER POLE, 8 FT. NORTH OF SOUTH EDGE OF THE DZ0042'OCEAN BLUFF. DZ0042 DZ0042 STATION RECOVERY (1982) DZ0042 DZ0042'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JE) DZ0042'TANK 1933 RECOVERED GOOD. DZ0042' DZ0042'DESCRIPTION ADEQUATE. DZ0042 DZ0042 STATION RECOVERY (1984) DZ0042 DZ0042'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (JWC) DZ0042'THE STATION WAS RECOVERED AT THIS DATE. DZ0042'THE STATION WAS RECOVERED IN GOOD CONDITION. BOTH REFERENCE MARKS DZ0042'HAVE BEEN DESTROYED. DZ0042' DZ0042'TO REACH THE STATION FROM THE GAS STATION AND COFFEE SHOP IN DZ0042'GAVIOTA, CROSS HIGHWAY 101 TO A GATE. PASS THROUGH THE GATE AND DZ0042'PROCEED SOUTHWARD TO THE RAILROAD TRACKS. HEAD WEST ALONG THE DZ0042'TRACKS FOR 0.1 MI TO STATION ON LEFT. THE STATION IS LOCATED IN A DZ0042'SMALL CLEARING ALONG THE BLUFF, AND IS MARKED BY A METAL WITNESS DZ0042'POST. DZ0042' DZ0042'SURFACE MARK IS A STANDARD BRONZE DISK STAMPED---TANK 1933--- SET DZ0042'INTO A 12 IN SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE DZ0042'GROUND. BOTH REFERENCE MARKS HAVE BEEN DESTROYED BY THE REGRADING DZ0042'OF THE RAILROAD BED. DZ0042' DZ0042'DESCRIBED BY S. D. LAREAU DZ0042 DZ0042 STATION RECOVERY (1989) DZ0042 DZ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0042'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--200 DZ0042'FEET EAST-SOUTHEAST OF A RAILROAD SIDING. DZ0042 DZ0042 STATION RECOVERY (2003) DZ0042 DZ0042'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ0042'THIS MARK IS CURRENTLY LESS THAN 1 FOOT FROM THE EDGE OF THE OCEAN DZ0042'BLUFF. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EW3794 *********************************************************************** EW3794 DESIGNATION - U 1043 EW3794 PID - EW3794 EW3794 STATE/COUNTY- CA/SANTA BARBARA EW3794 USGS QUAD - GOLETA (1988) EW3794 EW3794 *CURRENT SURVEY CONTROL EW3794 ___________________________________________________________________ EW3794* NAD 83(1986)- 34 27 15. (N) 119 52 32. (W) SCALED EW3794* NAVD 88 - 46.628 (meters) 152.98 (feet) ADJUSTED EW3794 ___________________________________________________________________ EW3794 GEOID HEIGHT- -35.64 (meters) GEOID99 EW3794 DYNAMIC HT - 46.582 (meters) 152.83 (feet) COMP EW3794 MODELED GRAV- 979,634.1 (mgal) NAVD 88 EW3794 EW3794 VERT ORDER - FIRST CLASS I EW3794 EW3794.The horizontal coordinates were scaled from a topographic map and have EW3794.an estimated accuracy of +/- 6 seconds. EW3794 EW3794.The orthometric height was determined by differential leveling EW3794.and adjusted by the National Geodetic Survey in June 1991. EW3794 EW3794.The geoid height was determined by GEOID99. EW3794 EW3794.The dynamic height is computed by dividing the NAVD 88 EW3794.geopotential number by the normal gravity value computed on the EW3794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW3794.degrees latitude (g = 980.6199 gals.). EW3794 EW3794.The modeled gravity was interpolated from observed gravity values. EW3794 EW3794; North East Units Estimated Accuracy EW3794;SPC CA 5 - 607,450. 1,827,680. MT (+/- 180 meters Scaled) EW3794 EW3794 SUPERSEDED SURVEY CONTROL EW3794 EW3794.No superseded survey control is available for this station. EW3794 EW3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU358162(NAD 83) EW3794_MARKER: DB = BENCH MARK DISK EW3794_SETTING: 32 = HEADWALL EW3794_STAMPING: U 1043 1960 EW3794_MARK LOGO: CGS EW3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW3794+STABILITY: SURFACE MOTION EW3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW3794+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003 EW3794 EW3794 HISTORY - Date Condition Report By EW3794 HISTORY - 1960 MONUMENTED CGS EW3794 HISTORY - 1970 GOOD NGS EW3794 HISTORY - 1973 GOOD NGS EW3794 HISTORY - 19890316 GOOD NGS EW3794 HISTORY - 20030825 GOOD JOHFRA EW3794 EW3794 STATION DESCRIPTION EW3794 EW3794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 EW3794'4.5 MI NW FROM GOLETA. EW3794'2.95 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW3794'STATION AT GOLETA, THENCE 1.55 MILES NORTH ALONG GLENN ANNIE EW3794'ROAD, AT A POWER LINE CROSSING, 11 FEET WEST OF THE CENTER LINE EW3794'OF THE ROAD, IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF EW3794'THE WEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 88 FEET EW3794'NORTH OF THE EXTENDED CENTER LINE OF A SHORT DRIVEWAY LEADING EW3794'EAST AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. EW3794 EW3794 STATION RECOVERY (1973) EW3794 EW3794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EW3794'RECOVERED IN GOOD CONDITION. EW3794 EW3794 STATION RECOVERY (1989) EW3794 EW3794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW3794'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 4.8 KM EW3794'(3.00 MI) WESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW3794'JUNCTION OF KELLOGG AVENUE IN GOLETA, THENCE 2.4 KM (1.50 MI) EW3794'NORTHERLY ALONG GLEN ANNE AVENUE, IN TOP OF AND 0.25 M (0.8 FT) SOUTH EW3794'OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 3.2 M EW3794'(10.5 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 0.2 M (0.7 FT) ABOVE EW3794'THE LEVEL OF THE ROAD. EW3794 EW3794 STATION RECOVERY (2003) EW3794 EW3794'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) EW3794'FOUND AS DESCRIBED IN 1989 RECOVERY NOTE. STATION IS 90 FEET NORTH OF EW3794'THE CENTER OF THE DRIVE EASTERLY TO THE RESIDENCE AT 890 GLEN ANNIE EW3794'ROAD. HANDHELD GPS POSITION = N34-27-14.3 W119-52-39.7 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 DZ0997 *********************************************************************** DZ0997 DESIGNATION - W 1214 DZ0997 PID - DZ0997 DZ0997 STATE/COUNTY- CA/SANTA BARBARA DZ0997 USGS QUAD - GAVIOTA (1982) DZ0997 DZ0997 *CURRENT SURVEY CONTROL DZ0997 ___________________________________________________________________ DZ0997* NAD 83(1986)- 34 28 18. (N) 120 12 17. (W) SCALED DZ0997* NAVD 88 - 26.274 (meters) 86.20 (feet) ADJUSTED DZ0997 ___________________________________________________________________ DZ0997 GEOID HEIGHT- -36.03 (meters) GEOID99 DZ0997 DYNAMIC HT - 26.249 (meters) 86.12 (feet) COMP DZ0997 MODELED GRAV- 979,663.1 (mgal) NAVD 88 DZ0997 DZ0997 VERT ORDER - FIRST CLASS I DZ0997 DZ0997.The horizontal coordinates were scaled from a topographic map and have DZ0997.an estimated accuracy of +/- 6 seconds. DZ0997 DZ0997.The orthometric height was determined by differential leveling DZ0997.and adjusted by the National Geodetic Survey in June 1991. DZ0997.WARNING-Repeat measurements at this control monument indicate possible DZ0997.vertical movement. DZ0997 DZ0997.The geoid height was determined by GEOID99. DZ0997 DZ0997.The dynamic height is computed by dividing the NAVD 88 DZ0997.geopotential number by the normal gravity value computed on the DZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ0997.degrees latitude (g = 980.6199 gals.). DZ0997 DZ0997.The modeled gravity was interpolated from observed gravity values. DZ0997 DZ0997; North East Units Estimated Accuracy DZ0997;SPC CA 5 - 610,000. 1,797,480. MT (+/- 180 meters Scaled) DZ0997 DZ0997 SUPERSEDED SURVEY CONTROL DZ0997 DZ0997 NGVD 29 (??/??/92) 25.526 (m) 83.75 (f) ADJ UNCH 1 1 DZ0997 DZ0997.Superseded values are not recommended for survey control. DZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0997.See file dsdata.txt to determine how the superseded data were derived. DZ0997 DZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD567180(NAD 83) DZ0997_MARKER: DB = BENCH MARK DISK DZ0997_SETTING: 32 = RETAINING WALL DZ0997_STAMPING: W 1214 1970 DZ0997_MARK LOGO: CGS DZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0997+STABILITY: SURFACE MOTION DZ0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0997+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 DZ0997 DZ0997 HISTORY - Date Condition Report By DZ0997 HISTORY - 1970 MONUMENTED NGS DZ0997 HISTORY - 1971 GOOD NGS DZ0997 HISTORY - 1977 GOOD NGS DZ0997 HISTORY - 19890306 GOOD NGS DZ0997 HISTORY - 20030827 GOOD CADPR DZ0997 DZ0997 STATION DESCRIPTION DZ0997 DZ0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 DZ0997'0.6 MI E FROM GAVIOTA. DZ0997'0.55 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION DZ0997'AT GAVIOTA, 1 1/2 POLES WEST OF MILE POLE 340, 300 FEET EAST OF BENCH DZ0997'MARK TIDAL 4, 210 FEET NORTH OF BENCH MARK M 27, IN THE TOP AND DZ0997'0.8 FOOT WEST OF THE EAST END OF THE SOUTHEAST CONCRETE RETAINING DZ0997'WALL OF THE RAILROAD BRIDGE OVER CIMENTERO CANYON, 5.2 FEET SOUTH DZ0997'OF THE SOUTH RAIL AND ABOUT LEVEL WITH THE TRACK. DZ0997 DZ0997 STATION RECOVERY (1977) DZ0997 DZ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0997'0.55 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION DZ0997'OF GAVIOTA STATION ROAD, 1 1/2 POLES WEST OF MILEPOLE 340, 300 FT. DZ0997'EAST OF BENCH MARK TIDAL 4, 210 FT. NORTH OF BENCH MARK M 27, IN THE DZ0997'TOP AND 0.8 FT. WEST OF THE EAST END OF THE SOUTHEAST CONCRETE DZ0997'RETAINING WALL OF THE RAILROAD BRIDGE OVER CIMENTERO CANYON, 5.2 FT. DZ0997'SOUTH OF THE SOUTH RAIL. DZ0997 DZ0997 STATION RECOVERY (1989) DZ0997 DZ0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 DZ0997'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--210 DZ0997'FT NORTH OF BENCH MARK M 27. DZ0997 DZ0997 STATION RECOVERY (2003) DZ0997 DZ0997'RECOVERY NOTE BY CA DEPT PARKS REC 2003 (DBK) DZ0997'RECOVERED IN GOOD CONDITION.