1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9576 *********************************************************************** EW9576 DESIGNATION - D 1442 RESET EW9576 PID - EW9576 EW9576 STATE/COUNTY- CA/VENTURA EW9576 USGS QUAD - OXNARD (1967) EW9576 EW9576 *CURRENT SURVEY CONTROL EW9576 ___________________________________________________________________ EW9576* NAD 83(1986)- 34 12 43. (N) 119 10 37. (W) SCALED EW9576* NAVD 88 - 19.56 (meters) 64.2 (feet) RESET EW9576 ___________________________________________________________________ EW9576 GEOID HEIGHT- -36.01 (meters) GEOID99 EW9576 EW9576 VERT ORDER - THIRD EW9576 EW9576.The horizontal coordinates were scaled from a topographic map and have EW9576.an estimated accuracy of +/- 6 seconds. EW9576 EW9576.The orthometric height was computed from unverified reset data. EW9576.No vertical observational check was made to the station. EW9576 EW9576.The geoid height was determined by GEOID99. EW9576 EW9576; North East Units Estimated Accuracy EW9576;SPC CA 5 - 579,610. 1,891,550. MT (+/- 180 meters Scaled) EW9576 EW9576 SUPERSEDED SURVEY CONTROL EW9576 EW9576.No superseded survey control is available for this station. EW9576 EW9576_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT994877(NAD 83) EW9576_MARKER: DV = VERTICAL CONTROL DISK EW9576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW9576_STAMPING: D 1442 RESET 1991 EW9576_MARK LOGO: NGS EW9576_MAGNETIC: N = NO MAGNETIC MATERIAL EW9576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW9576+STABILITY: SURFACE MOTION EW9576 EW9576 HISTORY - Date Condition Report By EW9576 HISTORY - 1991 MONUMENTED CADT EW9576 EW9576 STATION DESCRIPTION EW9576 EW9576'DESCRIBED BY CALTRANS 1991 EW9576'IN OXNARD, 326.0 FEET (99.4 M) NORTH OF THE CENTERLINE OF ROBERT EW9576'STREET, 38.5 FEET (11.7 M) WEST OF WEST RAIL, 9.0 FEET (2.7 M) EAST EW9576'OF THE EAST CURB OF ROBERT STREET, IN A 1-INCH DIAMETER BY 4-FOOT EW9576'CONCRETE POST, 3-INCHES BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH1799 *********************************************************************** AH1799 DESIGNATION - F 173 RESET AH1799 PID - AH1799 AH1799 STATE/COUNTY- CA/VENTURA AH1799 USGS QUAD - VENTURA (1967) AH1799 AH1799 *CURRENT SURVEY CONTROL AH1799 ___________________________________________________________________ AH1799* NAD 83(1986)- 34 19 16. (N) 119 17 23. (W) SCALED AH1799* NAVD 88 - 48.80 (+/-2cm) 160.1 (feet) VERTCON AH1799 ___________________________________________________________________ AH1799 GEOID HEIGHT- -35.71 (meters) GEOID99 AH1799 AH1799 VERT ORDER - THIRD (See Below) AH1799 AH1799.The horizontal coordinates were scaled from a topographic map and have AH1799.an estimated accuracy of +/- 6 seconds. AH1799 AH1799.The NAVD 88 height was computed by applying the VERTCON shift value to AH1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH1799.The vertical order pertains to the superseded datum. AH1799 AH1799.The geoid height was determined by GEOID99. AH1799 AH1799; North East Units Estimated Accuracy AH1799;SPC CA 5 - 591,840. 1,881,310. MT (+/- 180 meters Scaled) AH1799 AH1799 SUPERSEDED SURVEY CONTROL AH1799 AH1799 NGVD 29 - 48.04 (m) 157.6 (f) RESET 3 AH1799 AH1799.Superseded values are not recommended for survey control. AH1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH1799.See file dsdata.txt to determine how the superseded data were derived. AH1799 AH1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU893001(NAD 83) AH1799_MARKER: Z = SEE DESCRIPTION AH1799_SETTING: 0 = UNSPECIFIED SETTING AH1799_STAMPING: F 173 RESET 1972 AH1799_MAGNETIC: N = NO MAGNETIC MATERIAL AH1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH1799 AH1799 HISTORY - Date Condition Report By AH1799 HISTORY - 1972 MONUMENTED AH1799 AH1799 STATION DESCRIPTION AH1799 AH1799'DESCRIBED 1972 AH1799'NOTE--NO DESCRIPTION AVAILABLE AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9578 *********************************************************************** EW9578 DESIGNATION - N 610 RESET EW9578 PID - EW9578 EW9578 STATE/COUNTY- CA/VENTURA EW9578 USGS QUAD - MOORPARK (1974) EW9578 EW9578 *CURRENT SURVEY CONTROL EW9578 ___________________________________________________________________ EW9578* NAD 83(1986)- 34 20 41. (N) 118 54 21. (W) SCALED EW9578* NAVD 88 - 295.435 (meters) 969.27 (feet) ADJUSTED EW9578 ___________________________________________________________________ EW9578 GEOID HEIGHT- -34.93 (meters) GEOID99 EW9578 DYNAMIC HT - 295.108 (meters) 968.20 (feet) COMP EW9578 MODELED GRAV- 979,522.4 (mgal) NAVD 88 EW9578 EW9578 VERT ORDER - FIRST CLASS II EW9578 EW9578.The horizontal coordinates were scaled from a topographic map and have EW9578.an estimated accuracy of +/- 6 seconds. EW9578 EW9578.The orthometric height was determined by differential leveling EW9578.and adjusted by the National Geodetic Survey in June 1995. EW9578 EW9578.The geoid height was determined by GEOID99. EW9578 EW9578.The dynamic height is computed by dividing the NAVD 88 EW9578.geopotential number by the normal gravity value computed on the EW9578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW9578.degrees latitude (g = 980.6199 gals.). EW9578 EW9578.The modeled gravity was interpolated from observed gravity values. EW9578 EW9578; North East Units Estimated Accuracy EW9578;SPC CA 5 - 594,080. 1,916,660. MT (+/- 180 meters Scaled) EW9578 EW9578 SUPERSEDED SURVEY CONTROL EW9578 EW9578 NGVD 29 - 294.64 (m) 966.7 (f) RESET 3 EW9578 EW9578.Superseded values are not recommended for survey control. EW9578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9578.See file dsdata.txt to determine how the superseded data were derived. EW9578 EW9578_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU247020(NAD 83) EW9578_MARKER: DV = VERTICAL CONTROL DISK EW9578_SETTING: 38 = BRIDGE ABUTMENT EW9578_STAMPING: N 610 RESET 1989 EW9578_MARK LOGO: NGS EW9578_MAGNETIC: N = NO MAGNETIC MATERIAL EW9578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW9578+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994 EW9578 EW9578 HISTORY - Date Condition Report By EW9578 HISTORY - 1990 MONUMENTED CADT EW9578 HISTORY - 19940629 GOOD NGS EW9578 EW9578 STATION DESCRIPTION EW9578 EW9578'DESCRIBED BY CALTRANS 1990 EW9578'ON ROUTE 23, 4.34 MILES (6.98 KM) SOUTH OF THE INTERSECTION WITH EW9578'HIGHWAY 126, 26 FEET (7.9 M) EAST OF CENTERLINE OF BRIDGE RAILING, 3 EW9578'FEET (0.9 M) NORTHERLY OF SOUTHEAST CORNER OF NEWLY RECONTRUCTED PCC EW9578'BRIDGE, AT THE SOUTH END OF THE EASTERLY HEADWALL. EW9578 EW9578 STATION RECOVERY (1994) EW9578 EW9578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) EW9578'7.1 KM (4.40 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF EW9578'STATE HIGHWAY 126 IN FILLMORE, IN TOP OF AND 0.5 M (1.6 FT) NORTH OF EW9578'THE SOUTH END OF THE EAST CONCRETE ABUTMENT PARAPET OF BRIDGE NUMBER EW9578'BR 52-113, 7.7 M (25.3 FT) EAST OF THE HIGHWAY CENTER, AND 1.3 M (4.3 EW9578'FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5366 *********************************************************************** EW5366 DESIGNATION - P 1099 RESET 1970 EW5366 PID - EW5366 EW5366 STATE/COUNTY- CA/VENTURA EW5366 USGS QUAD - MATILIJA (1988) EW5366 EW5366 *CURRENT SURVEY CONTROL EW5366 ___________________________________________________________________ EW5366* NAD 83(1986)- 34 29 08. (N) 119 18 03. (W) SCALED EW5366* NAVD 88 - 287.18 (+/-2cm) 942.2 (feet) VERTCON EW5366 ___________________________________________________________________ EW5366 GEOID HEIGHT- -33.90 (meters) GEOID99 EW5366 EW5366 VERT ORDER - THIRD (See Below) EW5366 EW5366.The horizontal coordinates were scaled from a topographic map and have EW5366.an estimated accuracy of +/- 6 seconds. EW5366 EW5366.The NAVD 88 height was computed by applying the VERTCON shift value to EW5366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5366.The vertical order pertains to the superseded datum. EW5366 EW5366.The geoid height was determined by GEOID99. EW5366 EW5366; North East Units Estimated Accuracy EW5366;SPC CA 5 - 610,100. 1,880,520. MT (+/- 180 meters Scaled) EW5366 EW5366 SUPERSEDED SURVEY CONTROL EW5366 EW5366 NGVD 29 - 286.41 (m) 939.7 (f) RESET 3 EW5366 EW5366.Superseded values are not recommended for survey control. EW5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5366.See file dsdata.txt to determine how the superseded data were derived. EW5366 EW5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU887183(NAD 83) EW5366_MARKER: DD = SURVEY DISK EW5366_SETTING: 30 = SIDEWALK EW5366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5366 EW5366 HISTORY - Date Condition Report By EW5366 HISTORY - 1970 MONUMENTED CADH EW5366 HISTORY - 1970 GOOD NGS EW5366 EW5366 STATION DESCRIPTION EW5366 EW5366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 EW5366'4.2 MI NW FROM OJAI. EW5366'4.2 MILES NORTHWEST ALONG STATE HIGHWAY 33 (399) FROM THE EW5366'INTERSECTION WITH STATE HIGHWAY 150 WEST OF OJAI, SET IN THE EW5366'SOUTH SIDEWALK OF BRIDGE 319 AND 40.0 FEET LEFT OF HIGHWAY EW5366'STATION 13+04.43, AT THE TURN OFF TO MATILIA HOT SPRINGS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5831 *********************************************************************** EW5831 DESIGNATION - Q 1048 RESET 1967 EW5831 PID - EW5831 EW5831 STATE/COUNTY- CA/VENTURA EW5831 USGS QUAD - VENTURA (1967) EW5831 EW5831 *CURRENT SURVEY CONTROL EW5831 ___________________________________________________________________ EW5831* NAD 83(1986)- 34 20 00. (N) 119 17 34. (W) SCALED EW5831* NAVD 88 - 56.53 (+/-2cm) 185.5 (feet) VERTCON EW5831 ___________________________________________________________________ EW5831 GEOID HEIGHT- -35.61 (meters) GEOID99 EW5831 EW5831 VERT ORDER - THIRD (See Below) EW5831 EW5831.The horizontal coordinates were scaled from a topographic map and have EW5831.an estimated accuracy of +/- 6 seconds. EW5831 EW5831.The NAVD 88 height was computed by applying the VERTCON shift value to EW5831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5831.The vertical order pertains to the superseded datum. EW5831 EW5831.The geoid height was determined by GEOID99. EW5831 EW5831; North East Units Estimated Accuracy EW5831;SPC CA 5 - 593,200. 1,881,050. MT (+/- 180 meters Scaled) EW5831 EW5831 SUPERSEDED SURVEY CONTROL EW5831 EW5831 NGVD 29 - 55.77 (m) 183.0 (f) RESET 3 EW5831 EW5831.Superseded values are not recommended for survey control. EW5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5831.See file dsdata.txt to determine how the superseded data were derived. EW5831 EW5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU890014(NAD 83) EW5831_MARKER: DB = BENCH MARK DISK EW5831_SETTING: 30 = SIDEWALK EW5831_STAMPING: Q 1048 RESET 1968 EW5831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5831 EW5831 HISTORY - Date Condition Report By EW5831 HISTORY - 1967 MONUMENTED CGS EW5831 EW5831 STATION DESCRIPTION EW5831 EW5831'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW5831'4.1 MI N FROM VENTURA. EW5831'4.1 MILES NORTH ALONG STATE HIGHWAY 33 (VENTURA AVENUE) FROM ITS EW5831'JUNCTION WITH U.S. HIGHWAY 101 AT THE NORTHWEST SIDE OF VENTURA, EW5831'IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF THE HIGHWAY AND BOUNDS EW5831'ROAD, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE EW5831'CONCRETE WALK EXTENDING NORTH-SOUTH ACROSS THE EAST SIDE (FRONT) EW5831'OF SMITHS MARKET, 69.5 FEET SOUTH OF THE CENTER OF BOUNDS ROAD, EW5831'6.5 FEET EAST OF THE SOUTHEAST CORNER OF THE MARKET, AND 2.0 FEET EW5831'WEST OF A 3 INCHES IN DIAMETER STEEL PIPE AUTOMOBILE BUMPER GUARD EW5831'AND EXTENDS ACROSS THE FRONT OF THE MARKET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5392 *********************************************************************** EW5392 DESIGNATION - S 1048 RESET 1967 EW5392 PID - EW5392 EW5392 STATE/COUNTY- CA/VENTURA EW5392 USGS QUAD - MATILIJA (1988) EW5392 EW5392 *CURRENT SURVEY CONTROL EW5392 ___________________________________________________________________ EW5392* NAD 83(1986)- 34 25 47. (N) 119 17 20. (W) SCALED EW5392* NAVD 88 - 194.72 (+/-2cm) 638.8 (feet) VERTCON EW5392 ___________________________________________________________________ EW5392 GEOID HEIGHT- -34.64 (meters) GEOID99 EW5392 EW5392 VERT ORDER - THIRD (See Below) EW5392 EW5392.The horizontal coordinates were scaled from a topographic map and have EW5392.an estimated accuracy of +/- 6 seconds. EW5392 EW5392.The NAVD 88 height was computed by applying the VERTCON shift value to EW5392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5392.The vertical order pertains to the superseded datum. EW5392 EW5392.The geoid height was determined by GEOID99. EW5392 EW5392; North East Units Estimated Accuracy EW5392;SPC CA 5 - 603,890. 1,881,540. MT (+/- 180 meters Scaled) EW5392 EW5392 SUPERSEDED SURVEY CONTROL EW5392 EW5392 NGVD 29 - 193.95 (m) 636.3 (f) RESET 3 EW5392 EW5392.Superseded values are not recommended for survey control. EW5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5392.See file dsdata.txt to determine how the superseded data were derived. EW5392 EW5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU896121(NAD 83) EW5392_MARKER: DB = BENCH MARK DISK EW5392_SETTING: 0 = UNSPECIFIED SETTING EW5392_STAMPING: S 1048 RESET 1967 EW5392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5392 EW5392 HISTORY - Date Condition Report By EW5392 HISTORY - 1967 MONUMENTED CGS EW5392 EW5392 STATION DESCRIPTION EW5392 EW5392'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW5392'3 MI SW FROM OJAI. EW5392'ABOUT 3.0 MILES SOUTHWEST OF OJAI, 375 FEET SOUTH OF THE JUNCTION EW5392'OF STATE HIGHWAYS 33 AND 150, AND THE NORTHEAST CORNER OF EW5392'HENDERSON FIELD, 101.0 FEET WEST OF THE CENTER OF STATE HIGHWAY EW5392'33, 47.0 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC EW5392'RAILWAY, ALONG THE EAST BOUNDARY OF HENDERSON FIELD AND THE EW5392'EAST AIRCRAFT TIE-DOWN, CEMENTED IN A DRILL HOLE IN THE NORTHEAST EW5392'CORNER OF THE TOP OF A CONCRETE VALVE CONTROL BOX MEASURING 5.2 EW5392'FEET SQUARE AND PROJECTING 3.5 FEET ABOVE THE GROUND SURFACE. EW5392'THE BOX IS OWNED BY THE VENTURA RIVER METROPOLITAN WATER EW5392'DISTRICT, AND HAS THE NUMBERS 10 AND 78 LETTERED ON ITS EAST EW5392'AND SOUTH SIDES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9574 *********************************************************************** EW9574 DESIGNATION - T 1099 RESET EW9574 PID - EW9574 EW9574 STATE/COUNTY- CA/VENTURA EW9574 USGS QUAD - WHEELER SPRINGS (1991) EW9574 EW9574 *CURRENT SURVEY CONTROL EW9574 ___________________________________________________________________ EW9574* NAD 83(1986)- 34 30 23. (N) 119 17 43. (W) SCALED EW9574* NAVD 88 - 438.31 (meters) 1438.0 (feet) RESET EW9574 ___________________________________________________________________ EW9574 GEOID HEIGHT- -33.60 (meters) GEOID99 EW9574 EW9574 VERT ORDER - THIRD EW9574 EW9574.The horizontal coordinates were scaled from a topographic map and have EW9574.an estimated accuracy of +/- 6 seconds. EW9574 EW9574.The orthometric height was computed from unverified reset data. EW9574.No vertical observational check was made to the station. EW9574 EW9574.The geoid height was determined by GEOID99. EW9574 EW9574; North East Units Estimated Accuracy EW9574;SPC CA 5 - 612,400. 1,881,060. MT (+/- 180 meters Scaled) EW9574 EW9574 SUPERSEDED SURVEY CONTROL EW9574 EW9574 NGVD 29 - 437.51 (m) 1435.4 (f) RESET 3 EW9574 EW9574.Superseded values are not recommended for survey control. EW9574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9574.See file dsdata.txt to determine how the superseded data were derived. EW9574 EW9574_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU892206(NAD 83) EW9574_MARKER: DV = VERTICAL CONTROL DISK EW9574_SETTING: 37 = BRIDGE WINGWALL EW9574_STAMPING: T 1099 RESET 1986 EW9574_MARK LOGO: NGS EW9574_MAGNETIC: N = NO MAGNETIC MATERIAL EW9574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9574 EW9574 HISTORY - Date Condition Report By EW9574 HISTORY - 1987 MONUMENTED CADT EW9574 EW9574 STATION DESCRIPTION EW9574 EW9574'DESCRIBED BY CALTRANS 1987 EW9574'0.95 MILE (1.53 KM) SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST EW9574'OFFICE IN OJAI, THENCE 6.3 MILES (10.1 KM) NORTHWEST ALONG STATE EW9574'HIGHWAY 33, IN THE CONCRETE WINGWALL OF BRIDGE 52-66, 3 FEET (0.9 M) EW9574'FROM SOUTH END OF SOUTHWEST WINGWALL, 3 FEET (0.9 M) ABOVE ROADWAY, EW9574'AT HIGHWAY STATION 1106+90, 17.5 FEET (5.3 M) RIGHT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5393 *********************************************************************** EW5393 DESIGNATION - W 1049 RESET 1970 EW5393 PID - EW5393 EW5393 STATE/COUNTY- CA/VENTURA EW5393 USGS QUAD - MATILIJA (1988) EW5393 EW5393 *CURRENT SURVEY CONTROL EW5393 ___________________________________________________________________ EW5393* NAD 83(1986)- 34 25 47. (N) 119 17 26. (W) SCALED EW5393* NAVD 88 - 189.45 (+/-2cm) 621.6 (feet) VERTCON EW5393 ___________________________________________________________________ EW5393 GEOID HEIGHT- -34.64 (meters) GEOID99 EW5393 EW5393 VERT ORDER - THIRD (See Below) EW5393 EW5393.The horizontal coordinates were scaled from a topographic map and have EW5393.an estimated accuracy of +/- 6 seconds. EW5393 EW5393.The NAVD 88 height was computed by applying the VERTCON shift value to EW5393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5393.The vertical order pertains to the superseded datum. EW5393 EW5393.The geoid height was determined by GEOID99. EW5393 EW5393; North East Units Estimated Accuracy EW5393;SPC CA 5 - 603,890. 1,881,390. MT (+/- 180 meters Scaled) EW5393 EW5393 SUPERSEDED SURVEY CONTROL EW5393 EW5393 NGVD 29 - 188.68 (m) 619.0 (f) RESET 3 EW5393 EW5393.Superseded values are not recommended for survey control. EW5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5393.See file dsdata.txt to determine how the superseded data were derived. EW5393 EW5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU895121(NAD 83) EW5393_MARKER: DB = BENCH MARK DISK EW5393_SETTING: 30 = CULVERT EW5393_STAMPING: W 1049 RESET 1970 EW5393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5393 EW5393 HISTORY - Date Condition Report By EW5393 HISTORY - 1970 MONUMENTED NGS EW5393 EW5393 STATION DESCRIPTION EW5393 EW5393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 EW5393'3.1 MI SW FROM OJAI. EW5393'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE EW5393'AT OJAI, THENCE 2.05 MILES SOUTHWEST ALONG STATE HIGHWAYS 33 AND EW5393'150 TO ITS JUNCTION, THENCE 0.15 MILE WEST ALONG STATE HIGHWAY EW5393'150 TO THE BENCH MARK ON THE RIGHT, IN THE TOP OF THE HEADWALL EW5393'OF CONCRETE HIGHWAY CULVERT NUMBER 14.38. IT IS CEMENTED IN A EW5393'DRILL HOLE IN THE EAST END OF THE TOP OF THE HEADWALL, 14.0 FEET EW5393'NORTH OF THE CENTER OF THE HIGHWAY, 3.2 FEET EAST OF THE CENTER EW5393'OF THE CULVERT, AND 0.6 FOOT WEST OF THE EAST END OF THE EW5393'HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5982 *********************************************************************** EW5982 DESIGNATION - Z 318 RESET 1969 EW5982 PID - EW5982 EW5982 STATE/COUNTY- CA/VENTURA EW5982 USGS QUAD - OXNARD (1967) EW5982 EW5982 *CURRENT SURVEY CONTROL EW5982 ___________________________________________________________________ EW5982* NAD 83(1986)- 34 11 49. (N) 119 07 38. (W) SCALED EW5982* NAVD 88 - 15.19 (+/-2cm) 49.8 (feet) VERTCON EW5982 ___________________________________________________________________ EW5982 GEOID HEIGHT- -35.89 (meters) GEOID99 EW5982 EW5982 VERT ORDER - THIRD (See Below) EW5982 EW5982.The horizontal coordinates were scaled from a topographic map and have EW5982.an estimated accuracy of +/- 6 seconds. EW5982 EW5982.The NAVD 88 height was computed by applying the VERTCON shift value to EW5982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5982.The vertical order pertains to the superseded datum. EW5982 EW5982.The geoid height was determined by GEOID99. EW5982 EW5982; North East Units Estimated Accuracy EW5982;SPC CA 5 - 577,890. 1,896,110. MT (+/- 180 meters Scaled) EW5982 EW5982 SUPERSEDED SURVEY CONTROL EW5982 EW5982 NGVD 29 - 14.47 (m) 47.5 (f) RESET 3 EW5982 EW5982.Superseded values are not recommended for survey control. EW5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5982.See file dsdata.txt to determine how the superseded data were derived. EW5982 EW5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT039860(NAD 83) EW5982_MARKER: DD = SURVEY DISK EW5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW5982_STAMPING: Z 318 1951 RESET EW5982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW5982+STABILITY: SURFACE MOTION EW5982 EW5982 HISTORY - Date Condition Report By EW5982 HISTORY - 1951 MONUMENTED CA-111 EW5982 HISTORY - 1969 GOOD NGS EW5982 EW5982 STATION DESCRIPTION EW5982 EW5982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 EW5982'2.7 MI E FROM OXNARD. EW5982'ABOUT 2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE EW5982'STATION AT OXNARD, BETWEEN THE RAILROAD AND EAST FIFTH STREET, EW5982'35 FEET EAST OF THE CENTER LINE OF DEL NORTE BOULEVARD, 67 FEET EW5982'NORTH OF THE CENTER LINE OF EAST FIFTH STREET, 16 FEET NORTHEAST EW5982'OF THE NORTH END OF HEADWALL OF A CONCRETE CULVERT, 12 FEET EAST EW5982'OF A RAILROAD WIG-WAG, AND SET IN THE TOP OF A CONCRETE POST EW5982'10 INCHES BELOW THE LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW5983 *********************************************************************** EW5983 DESIGNATION - Z 318 RM 1 EW5983 PID - EW5983 EW5983 STATE/COUNTY- CA/VENTURA EW5983 USGS QUAD - OXNARD (1967) EW5983 EW5983 *CURRENT SURVEY CONTROL EW5983 ___________________________________________________________________ EW5983* NAD 83(1986)- 34 11 49. (N) 119 07 38. (W) SCALED EW5983* NAVD 88 - 15.85 (+/-2cm) 52.0 (feet) VERTCON EW5983 ___________________________________________________________________ EW5983 GEOID HEIGHT- -35.89 (meters) GEOID99 EW5983 EW5983 VERT ORDER - THIRD (See Below) EW5983 EW5983.The horizontal coordinates were scaled from a topographic map and have EW5983.an estimated accuracy of +/- 6 seconds. EW5983 EW5983.The NAVD 88 height was computed by applying the VERTCON shift value to EW5983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW5983.The vertical order pertains to the superseded datum. EW5983 EW5983.The geoid height was determined by GEOID99. EW5983 EW5983; North East Units Estimated Accuracy EW5983;SPC CA 5 - 577,890. 1,896,110. MT (+/- 180 meters Scaled) EW5983 EW5983 SUPERSEDED SURVEY CONTROL EW5983 EW5983 NGVD 29 - 15.13 (m) 49.6 (f) RESET 3 EW5983 EW5983.Superseded values are not recommended for survey control. EW5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5983.See file dsdata.txt to determine how the superseded data were derived. EW5983 EW5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT039860(NAD 83) EW5983_MARKER: DD = SURVEY DISK EW5983_SETTING: 30 = CULVERT EW5983_STAMPING: Z 318 RM 1 1969 EW5983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5983 EW5983 HISTORY - Date Condition Report By EW5983 HISTORY - 1969 MONUMENTED CA-111 EW5983 EW5983 STATION DESCRIPTION EW5983 EW5983'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1969 EW5983'2.7 MI E FROM OXNARD. EW5983'ABOUT 2.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM EW5983'THE STATION AT OXNARD, AT THE CROSSING OF DEL NORTE BOULEVARD, EW5983'22 FEET EAST OF THE CENTER LINE OF DEL NORTE BOULEVARD, 109 FEET EW5983'NORTH OF THE JUNCTION OF DEL NORTE BOULEVARD AND EAST FIFTH EW5983'STREET, SET IN THE TOP OF AND AT THE ANGLE OF A CONCRETE EW5983'HEADWALL OF A CULVERT.