1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EW7833 *********************************************************************** EW7833 DESIGNATION - BRIDGE EW7833 PID - EW7833 EW7833 STATE/COUNTY- CA/VENTURA EW7833 USGS QUAD - OXNARD (1967) EW7833 EW7833 *CURRENT SURVEY CONTROL EW7833 ___________________________________________________________________ EW7833* NAD 83(1992)- 34 10 32.70121(N) 119 13 39.84998(W) ADJUSTED EW7833* NAVD 88 - 12.86 (+/-2cm) 42.2 (feet) VERTCON EW7833 ___________________________________________________________________ EW7833 EPOCH DATE - 1991.35 EW7833 LAPLACE CORR- 3.02 (seconds) DEFLEC99 EW7833 GEOID HEIGHT- -36.19 (meters) GEOID99 EW7833 EW7833 HORZ ORDER - SECOND EW7833 VERT ORDER - THIRD ? (See Below) EW7833 EW7833.The horizontal coordinates were established by classical geodetic methods EW7833.and adjusted by the National Geodetic Survey in June 1996. EW7833.The horizontal coordinates are valid at the epoch date displayed above. EW7833.The epoch date for horizontal control is a decimal equivalence EW7833.of Year/Month/Day. EW7833 EW7833.The NAVD 88 height was computed by applying the VERTCON shift value to EW7833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW7833.The vertical order pertains to the NGVD 29 superseded value. EW7833 EW7833.The Laplace correction was computed from DEFLEC99 derived deflections. EW7833 EW7833.The geoid height was determined by GEOID99. EW7833 EW7833; North East Units Scale Converg. EW7833;SPC CA 5 - 575,649.136 1,886,815.952 MT 0.99997219 -0 41 59.4 EW7833;SPC CA 5 - 1,888,608.87 6,190,328.67 sFT 0.99997219 -0 41 59.4 EW7833;UTM 11 - 3,783,885.985 294,678.814 MT 1.00011969 -1 15 06.6 EW7833 EW7833 SUPERSEDED SURVEY CONTROL EW7833 EW7833 NAD 83(1986)- 34 10 32.70132(N) 119 13 39.84353(W) AD(1984.00) 2 EW7833 NAD 27 - 34 10 32.67978(N) 119 13 36.45802(W) AD( ) 2 EW7833 NGVD 29 (07/19/86) 12.12 (m) 39.8 (f) LEVELING 3 EW7833 EW7833.Superseded values are not recommended for survey control. EW7833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW7833.See file dsdata.txt to determine how the superseded data were derived. EW7833 EW7833_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT9467983886(NAD 83) EW7833_MARKER: DD = SURVEY DISK EW7833_SETTING: 0 = UNSPECIFIED SETTING EW7833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW7833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW7833+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003 EW7833 EW7833 HISTORY - Date Condition Report By EW7833 HISTORY - 1971 MONUMENTED CA-111 EW7833 HISTORY - 20031017 GOOD GEOCAC EW7833 EW7833 STATION DESCRIPTION EW7833 EW7833'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1971 (LGR) EW7833'THE STATION IS LOCATED ABOUT 2.8 MILES SOUTHWEST OF THE INTERSECTION EW7833'OF WOOLEY RD AND OXNARD BLVD IN THE CITY OF OXNARD, AND ABOUT 2.5 EW7833'MILES SOUTHEAST OF MANDALAY BEACH PARK. EW7833' EW7833'TO REACH THE STATION FROM THE INTERSECTION OF OXNARD BLVD AND SAVIERS EW7833'ROAD, IN THE CITY OF OXNARD, GO SOUTH ON SAVIERS ROAD 1.1 MILES TO EW7833'CHANNEL ISLANDS BLVD, TURN RIGHT, WEST, AND PROCEED ON CHANNEL ISLANDS EW7833'BLVD 2.6 MILES TO THE BRIDGE OVER THE VENTURA COUNTY BOAT HARBOR EW7833'CHANNEL AND THE STATION. EW7833' EW7833'THE STATION MARK IS A STANDARD VENTURA COUNTY BRASS DISK SET IN THE EW7833'CENTER OF A 4-FOOT CONCRETE MEDIAN IN THE CENTER OF THE EAST-WEST EW7833'LANES OF CHANNEL ISLAND BLVD AND STAMPED---BRIDGE 1971---. IT IS EW7833'ABOUT 209 FEET WEST OF THE EAST END OF THE BRIDGE. EW7833 EW7833 STATION RECOVERY (2003) EW7833 EW7833'RECOVERY NOTE BY GEOCACHING 2003 (JBC) EW7833'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EW7817 *********************************************************************** EW7817 DESIGNATION - CHAN IS HARBOR S JETTY LT 2 EW7817 PID - EW7817 EW7817 STATE/COUNTY- CA/VENTURA EW7817 USGS QUAD - OXNARD (1967) EW7817 EW7817 *CURRENT SURVEY CONTROL EW7817 ___________________________________________________________________ EW7817* NAD 83(1992)- 34 09 21.69102(N) 119 13 38.66584(W) ADJUSTED EW7817* NAVD 88 - EW7817 ___________________________________________________________________ EW7817 EPOCH DATE - 1991.35 EW7817 LAPLACE CORR- 3.00 (seconds) DEFLEC99 EW7817 GEOID HEIGHT- -36.21 (meters) GEOID99 EW7817 EW7817 HORZ ORDER - THIRD EW7817 EW7817.The horizontal coordinates were established by classical geodetic methods EW7817.and adjusted by the National Geodetic Survey in June 1996. EW7817.The horizontal coordinates are valid at the epoch date displayed above. EW7817.The epoch date for horizontal control is a decimal equivalence EW7817.of Year/Month/Day. EW7817 EW7817 EW7817.The Laplace correction was computed from DEFLEC99 derived deflections. EW7817 EW7817.The geoid height was determined by GEOID99. EW7817 EW7817; North East Units Scale Converg. EW7817;SPC CA 5 - 573,460.977 1,886,819.557 MT 0.99997568 -0 41 58.7 EW7817;SPC CA 5 - 1,881,429.89 6,190,340.50 sFT 0.99997568 -0 41 58.7 EW7817;UTM 11 - 3,781,697.573 294,661.348 MT 1.00011978 -1 15 03.6 EW7817 EW7817 SUPERSEDED SURVEY CONTROL EW7817 EW7817 NAD 83(1986)- 34 09 21.69241(N) 119 13 38.66080(W) AD(1984.00) 4 EW7817 NAD 27 - 34 09 21.67622(N) 119 13 35.27142(W) AD( ) 3 EW7817 EW7817.Superseded values are not recommended for survey control. EW7817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW7817.See file dsdata.txt to determine how the superseded data were derived. EW7817 EW7817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT9466181698(NAD 83) EW7817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW7817+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003 EW7817 EW7817 HISTORY - Date Condition Report By EW7817 HISTORY - 1976 MONUMENTED NGS EW7817 HISTORY - 20031017 GOOD GEOCAC EW7817 EW7817 STATION DESCRIPTION EW7817 EW7817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JPR) EW7817'THE LIGHT IS A U.S.C.G. AID TO NAVIGATION LISTED IN THE COAST EW7817'GUARD LIGHT LIST AS NUMBER 498. THE LIGHT IS ON THE SEAWARD EW7817'END OF THE SOUTHERN-MOST OF TWO JETTYS PROTECTING THE ENTRANCE EW7817'TO CHANNEL ISLANDS HARBOR. THE LIGHT IS 35 FEET ABOVE THE WATER EW7817'ON A SQUARE PLATFORM ATOP A WHITE COLUMN AND FLASHES RED. THERE EW7817'IS A TRIANGULAR RED DAYSHAPE WITH THE NUMBER 2 ON IT BELOW THE EW7817'LIGHT. THE OBJECT INTERSECTED IS THE LIGHT ITSELF. EW7817 EW7817 STATION RECOVERY (2003) EW7817 EW7817'RECOVERY NOTE BY GEOCACHING 2003 (JBC) EW7817'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 EW9599 *********************************************************************** EW9599 DESIGNATION - OJAI EW9599 PID - EW9599 EW9599 STATE/COUNTY- CA/VENTURA EW9599 USGS QUAD - OJAI (1988) EW9599 EW9599 *CURRENT SURVEY CONTROL EW9599 ___________________________________________________________________ EW9599* NAD 83(1994)- 34 26 23.65353(N) 119 12 07.73112(W) ADJUSTED EW9599* NAVD 88 - 369.93 (meters) 1213.7 (feet) LEVELING EW9599 ___________________________________________________________________ EW9599 EPOCH DATE - 1995.00 EW9599 X - -2,569,286.710 (meters) COMP EW9599 Y - -4,596,792.682 (meters) COMP EW9599 Z - 3,586,985.678 (meters) COMP EW9599 LAPLACE CORR- 3.48 (seconds) DEFLEC99 EW9599 ELLIP HEIGHT- 335.57 (meters) (06/23/95) GPS OBS EW9599 GEOID HEIGHT- -34.36 (meters) GEOID99 EW9599 EW9599 HORZ ORDER - B EW9599 VERT ORDER - THIRD ? EW9599 ELLP ORDER - FOURTH CLASS II EW9599 EW9599.The horizontal coordinates were established by GPS observations EW9599.and adjusted by the National Geodetic Survey in June 1995. EW9599.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EW9599.DATUM ITEM on the data sheet items page. EW9599.The horizontal coordinates are valid at the epoch date displayed above. EW9599.The epoch date for horizontal control is a decimal equivalence EW9599.of Year/Month/Day. EW9599 EW9599.The orthometric height was determined by differential leveling. EW9599.The vertical network tie was performed by a horz. field party for horz. EW9599.obs reductions. Reset procedures were used to establish the elevation. EW9599 EW9599.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW9599 EW9599.The Laplace correction was computed from DEFLEC99 derived deflections. EW9599 EW9599.The ellipsoidal height was determined by GPS observations EW9599.and is referenced to NAD 83. EW9599 EW9599.The geoid height was determined by GEOID99. EW9599 EW9599; North East Units Scale Converg. EW9599;SPC CA 5 - 604,919.143 1,889,525.246 MT 0.99993679 -0 41 06.9 EW9599;SPC CA 5 - 1,984,638.89 6,199,217.41 sFT 0.99993679 -0 41 06.9 EW9599;UTM 11 - 3,813,132.967 297,672.653 MT 1.00010461 -1 14 45.0 EW9599 EW9599 SUPERSEDED SURVEY CONTROL EW9599 EW9599 NAD 83(1992)- 34 26 23.64950(N) 119 12 07.72444(W) AD(1991.35) 1 EW9599 ELLIP H (09/20/94) 335.67 (m) GP(1991.35) 4 2 EW9599 EW9599.Superseded values are not recommended for survey control. EW9599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9599.See file dsdata.txt to determine how the superseded data were derived. EW9599 EW9599_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU9767313133(NAD 83) EW9599_MARKER: I = METAL ROD EW9599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EW9599_STAMPING: OJAI 1992 EW9599_MARK LOGO: CADT EW9599_PROJECTION: FLUSH EW9599_MAGNETIC: N = NO MAGNETIC MATERIAL EW9599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW9599+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2003 EW9599_ROD/PIPE-DEPTH: 5.8 meters EW9599 EW9599 HISTORY - Date Condition Report By EW9599 HISTORY - 1992 MONUMENTED CADT EW9599 HISTORY - 19941024 GOOD CADT EW9599 HISTORY - 19991019 GOOD CADT EW9599 HISTORY - 20031023 GOOD GEOCAC EW9599 EW9599 STATION DESCRIPTION EW9599 EW9599'DESCRIBED BY CALTRANS 1992 EW9599'THE STATION IS LOCATED 3.0 MI (4.8 KM) EASTERLY OF THE CITY OF OJAI, EW9599'IN AN AREA KNOWN LOCALLY AS THE OJAI VALLEY LOOKOUT. EW9599'$ EW9599'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 33 WITH EW9599'STATE ROUTE 150 IN THE CITY LIMITS OF OJAI, GO EASTERLY ALONG STATE EW9599'ROUTE 150 FOR 4.6 MI (7.4 KM) TO A SCENIC VISTA TURNOUT AT POST MILE EW9599'VEN 101-21.17 AND TO THE STATION ON THE RIGHT. EW9599'$ EW9599'THE MONUMENT IS A STAINLESS STEEL ROD MARK BENEATH AN ACCESS COVER, EW9599'DOWN 0.3 FT (9.1 CM) BELOW THE GROUND SURFACE. THE RIM IS STAMPED EW9599'OJAI 1992. THE MARK IS 20.0 FT (6.1 M) WEST OF A 3.0 FT (0.9 M) HIGH EW9599'STONE OBELISK AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, EW9599'MARKED GPS 0106. EW9599'$ EW9599'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION EW9599'SURVEY. EW9599 EW9599 STATION RECOVERY (1994) EW9599 EW9599'RECOVERY NOTE BY CALTRANS 1994 (JCF) EW9599'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EASTERLY OF THE CITY OF EW9599'OJAI, IN AN AREA KNOWN LOCALLY AS THE OJAI VALLEY LOOKOUT. TO REACH EW9599'THE STATION FROM THE INTERSECTION OF STATE ROUTE 33 WITH STATE ROUTE EW9599'150 IN THE CITY OF OJAI, GO EASTERLY ALONG STATE ROUTE 150 FOR 4.6 MI EW9599'(7.4 KM) TO A SCENIC VISTA TURNOUT AT POST MILE 21.17 AND TO THE EW9599'STATION ON THE RIGHT. THE MONUMENT IS A STAINLESS STEEL ROD MARK EW9599'BENEATH AN ACCESS COVER, DOWN 0.3 FT (0.1 M) BELOW THE GROUND SURFACE. EW9599'THE RIM IS STAMPED OJAI 1992. THE MARK IS 20.0 FT (6.1 M) WEST OF A EW9599'3.0 FT (0.9 M) HIGH STONE OBELISK AND 2.0 FT (0.6 M) SOUTH OF A EW9599'CARSONITE WITNESS POST, MARKED GPS 0106. EW9599 EW9599 STATION RECOVERY (1999) EW9599 EW9599'RECOVERY NOTE BY CALTRANS 1999 (KM) EW9599'STATION WAS RECOVERED IN GOOD CONDITION, THEN WAS FLAGGED UP AND EW9599'PAINTED. AS PART OF CAL-TRANS HPGN ANNUAL MAINTENANCE PROGRAM. EW9599 EW9599 STATION RECOVERY (2003) EW9599 EW9599'RECOVERY NOTE BY GEOCACHING 2003 (JBC) EW9599'WITNESS POST HAS BEEN REMOVED. ALL ELSE IS AS FOUND IN 1994 RECOVERY. EW9599'