1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EW7722 *********************************************************************** EW7722 DESIGNATION - CENTER EW7722 PID - EW7722 EW7722 STATE/COUNTY- CA/VENTURA EW7722 USGS QUAD - SANTA PAULA (1967) EW7722 EW7722 *CURRENT SURVEY CONTROL EW7722 ___________________________________________________________________ EW7722* NAD 83(1992)- 34 15 08.35626(N) 119 03 35.25851(W) ADJUSTED EW7722* NAVD 88 - 173.57 (+/-2cm) 569.5 (feet) VERTCON EW7722 ___________________________________________________________________ EW7722 EPOCH DATE - 1991.35 EW7722 LAPLACE CORR- 5.05 (seconds) DEFLEC99 EW7722 GEOID HEIGHT- -35.57 (meters) GEOID99 EW7722 EW7722 HORZ ORDER - SECOND EW7722 VERT ORDER - THIRD ? (See Below) EW7722 EW7722.The horizontal coordinates were established by classical geodetic methods EW7722.and adjusted by the National Geodetic Survey in June 1996. EW7722.The horizontal coordinates are valid at the epoch date displayed above. EW7722.The epoch date for horizontal control is a decimal equivalence EW7722.of Year/Month/Day. EW7722 EW7722.The NAVD 88 height was computed by applying the VERTCON shift value to EW7722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW7722.The vertical order pertains to the superseded datum. EW7722 EW7722.The Laplace correction was computed from DEFLEC99 derived deflections. EW7722 EW7722.The geoid height was determined by GEOID99. EW7722 EW7722; North East Units Scale Converg. EW7722;SPC CA 5 - 583,965.918 1,902,387.332 MT 0.99995976 -0 36 14.7 EW7722;SPC CA 5 - 1,915,894.85 6,241,415.77 sFT 0.99995976 -0 36 14.7 EW7722;UTM 11 - 3,792,052.808 310,331.660 MT 1.00004346 -1 09 34.8 EW7722 EW7722: Primary Azimuth Mark Grid Az EW7722:SPC CA 5 - BUTLER HILL 310 54 26.5 EW7722:UTM 11 - BUTLER HILL 311 27 46.6 EW7722 EW7722|---------------------------------------------------------------------| EW7722| PID Reference Object Distance Geod. Az | EW7722| dddmmss.s | EW7722| CB9812 CENTER RM 1 6.821 METERS 17421 | EW7722| CB9813 CENTER RM 2 5.653 METERS 23413 | EW7722| EW7727 BUTLER HILL APPROX. 6.3 KM 3101811.8 | EW7722|---------------------------------------------------------------------| EW7722 EW7722 SUPERSEDED SURVEY CONTROL EW7722 EW7722 NAD 83(1986)- 34 15 08.35624(N) 119 03 35.25226(W) AD(1984.00) 2 EW7722 NAD 27 - 34 15 08.34205(N) 119 03 31.88010(W) AD( ) 2 EW7722 NGVD 29 - 172.82 (m) 567.0 (f) LEVELING 3 EW7722 EW7722.Superseded values are not recommended for survey control. EW7722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW7722.See file dsdata.txt to determine how the superseded data were derived. EW7722 EW7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT1033292053(NAD 83) EW7722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EW7722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW7722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW7722+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003 EW7722 EW7722 HISTORY - Date Condition Report By EW7722 HISTORY - 1975 MONUMENTED CADT EW7722 HISTORY - 20030727 GOOD INDIV EW7722 EW7722 STATION DESCRIPTION EW7722 EW7722'DESCRIBED BY CALTRANS 1975 (ARA) EW7722'THE STATION IS LOCATED ON THE SIDE OF A SECONDARY HILL ON THE EW7722'NORTHWEST END OF THE CAMARILLO HILLS ABOUT 3 MILES AIRLINE EW7722'NORTHWEST OF THE CITY OF CAMARILLO AND ABOUT 3.5 MILES AIRLINE WEST EW7722'OF THE TOWN OF SOMIS. EW7722' EW7722'TO REACH THE STATION FROM THE INTERSECTION OF LOS ANGELES AVENUE EW7722'(STATE ROUTE 118) AND VINEYARD AVENUE (STATE ROUTE 232) IN THE EW7722'VICINITY OF THE TOWN OF SATICOY GO SOUTHEAST ON LOS ANGELES EW7722'AVENUE FOR 1.9 MILES TO A STOP SIGN AT SANTA CLARA AVENUE. TURN EW7722'LEFT, NORTHEAST, AND CONTINUE ALONG LOS ANGELES AVENUE FOR 3.0 EW7722'MILES TO CENTER SCHOOL ROAD. TURN RIGHT, SOUTH, ONTO CENTER EW7722'SCHOOL ROAD AND GO 0.55 MILE TO A DIRT ROAD ON THE LEFT AT A POINT EW7722'WHERE CENTER SCHOOL ROAD MAKES A RIGHT ANGLE TURN TO THE WEST. EW7722'CONTINUE STRAIGHT, SOUTH, ONTO DIRT ROAD AND GO 0.25 MILE WINDING EW7722'UPGRADE TO THE STATION ON THE LEFT. EW7722' EW7722'STATION MARKS ARE STANDARD (CADH) CALIFORNIA DIVISION OF EW7722'HIGHWAYS DISKS STAMPED CENTER 1975. THE SURFACE DISK IS SET IN EW7722'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 EW7722'INCHES ABOVE THE GROUND SURFACE. IT IS ABOUT 45 FEET NORTHEAST EW7722'OF THE CENTERLINE OF A DIRT ROAD AND IS PROTECTED BY TWO 2 INCH EW7722'DIAMETER IRON GUARD PIPES, ONE 3 FEET NORTH AND THE OTHER 3 FEET EW7722'SOUTH OF THE STATION. THE STATION IS ABOUT 3 FEET HIGHER THAN EW7722'THE DIRT ROAD. THE UNDERGROUND DISK IS SET IN CONCRETE ABOUT EW7722'3.4 FEET BELOW THE GROUND SURFACE. EW7722' EW7722'REFERENCE MARK NO 1 IS A STANDARD (CADH) DISK STAMPED CENTER NO EW7722'1 1975 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EW7722'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS ABOUT 55 FEET EW7722'NORTHEAST OF THE CENTERLINE OF A DIRT ROAD AND ABOUT 2 FEET WEST EW7722'OF A 2 INCH DIAMETER IRON GUARD PIPE AND IS ABOUT 1 FOOT HIGHER EW7722'THAN THE STATION. EW7722' EW7722'REFERENCE MARK NO 2 IS A STANDARD (CADH) DISK STAMPED CENTER NO EW7722'2 1975 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EW7722'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS ABOUT 32 FEET EW7722'NORTHEAST OF THE CENTERLINE OF A DIRT ROAD AND ABOUT 2 FEET WEST EW7722'OF A 2 INCH DIAMETER IRON GUARD PIPE AND IS ABOUT 1 FOOT HIGHER EW7722'THAN THE STATION. EW7722' EW7722'NOTE EW7722' EW7722'ALL REFERENCE DISTANCES, TO MARKS, WERE MEASURED WITH A 100-FOOT EW7722'STEEL TAPE AND ARE CORRECT TO THE NEAREST FOOT. EW7722' EW7722'HEIGHT OF LIGHT ABOVE STATION MARK 1.86 METERS. EW7722 EW7722 STATION RECOVERY (2003) EW7722 EW7722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DTS) EW7722'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 EW6935 *********************************************************************** EW6935 DESIGNATION - R 1295 EW6935 PID - EW6935 EW6935 STATE/COUNTY- CA/VENTURA EW6935 USGS QUAD - CAMARILLO (1967) EW6935 EW6935 *CURRENT SURVEY CONTROL EW6935 ___________________________________________________________________ EW6935* NAD 83(1986)- 34 13 10. (N) 119 01 53. (W) SCALED EW6935* NAVD 88 - 46.517 (meters) 152.61 (feet) ADJUSTED EW6935 ___________________________________________________________________ EW6935 GEOID HEIGHT- -35.52 (meters) GEOID99 EW6935 DYNAMIC HT - 46.470 (meters) 152.46 (feet) COMP EW6935 MODELED GRAV- 979,625.3 (mgal) NAVD 88 EW6935 EW6935 VERT ORDER - FIRST CLASS I EW6935 EW6935.The horizontal coordinates were scaled from a topographic map and have EW6935.an estimated accuracy of +/- 6 seconds. EW6935 EW6935.The orthometric height was determined by differential leveling EW6935.and adjusted by the National Geodetic Survey in June 1991. EW6935.WARNING-Repeat measurements at this control monument indicate possible EW6935.vertical movement. EW6935 EW6935.The geoid height was determined by GEOID99. EW6935 EW6935.The dynamic height is computed by dividing the NAVD 88 EW6935.geopotential number by the normal gravity value computed on the EW6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW6935.degrees latitude (g = 980.6199 gals.). EW6935 EW6935.The modeled gravity was interpolated from observed gravity values. EW6935 EW6935; North East Units Estimated Accuracy EW6935;SPC CA 5 - 580,290. 1,904,970. MT (+/- 180 meters Scaled) EW6935 EW6935 SUPERSEDED SURVEY CONTROL EW6935 EW6935 NGVD 29 - 45.755 (m) 150.11 (f) ADJ UNCH 1 1 EW6935 EW6935.Superseded values are not recommended for survey control. EW6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6935.See file dsdata.txt to determine how the superseded data were derived. EW6935 EW6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT128883(NAD 83) EW6935_MARKER: DB = BENCH MARK DISK EW6935_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) EW6935_STAMPING: R 1295 1977 EW6935_MARK LOGO: NGS EW6935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW6935+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1989 EW6935 EW6935 HISTORY - Date Condition Report By EW6935 HISTORY - 1978 MONUMENTED NGS EW6935 HISTORY - 19890504 GOOD NGS EW6935 HISTORY - 20030727 POOR INDIV EW6935 EW6935 STATION DESCRIPTION EW6935 EW6935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 EW6935'0.75 MI NE FROM CAMARILLO. EW6935'0.25 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE U.S. EW6935'HIGHWAY 101 OVERPASS AT CAMARILLO, 0.1 MILE SOUTHWEST OF MILE POLE EW6935'417, 62 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF LEWIS ROAD AND EW6935'BARRY STREET, 12 FEET NORTHWEST OF THE NORTHWEST RAIL, 18 FEET NORTH- EW6935'EAST OF THE EAST CORNER OF A CORRUGATED STEEL BUILDING AT 301 LEWIS EW6935'ROAD, 2.0 FEET NORTHEAST OF A TELEGRAPH POLE, DISK IS 0.2 FEET EW6935'BELOW THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC EW6935'SCREW PLUG. EW6935 EW6935 STATION RECOVERY (1989) EW6935 EW6935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW6935'RECOVERED IN GOOD CONDITION. EW6935 EW6935 STATION RECOVERY (2003) EW6935 EW6935'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DTS) EW6935'STATION VISIBLY MOVES AT THE TOUCH OF A FINGER, TO EXTENTS OF PVC PIPE EW6935'ENCLOSURE (APPROX +- 1.5CM)- SCREW CAP FOR COVERPIPE MISSING, BUT EW6935'TRIVIAL.